CN1295480C - Non-contact stress measuring device for large structure frame - Google Patents
Non-contact stress measuring device for large structure frame Download PDFInfo
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- CN1295480C CN1295480C CNB2005100312112A CN200510031211A CN1295480C CN 1295480 C CN1295480 C CN 1295480C CN B2005100312112 A CNB2005100312112 A CN B2005100312112A CN 200510031211 A CN200510031211 A CN 200510031211A CN 1295480 C CN1295480 C CN 1295480C
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Abstract
The present invention relates to a non-contact stress measuring device for a large structure frame, which mainly comprises a sensor, a preamplifier, a regulated power supply, a signal output device, an A/D conversion device, a PLC, a computer and an indication and alarm device. The influence of zero shift on the measuring accuracy can be eliminated. By adopting the electric eddy current micro displacement sensor with high accuracy as a core, the non-contact stress measuring device successfully overcomes the defects of weak interference resistance, large zero shift, unstable operation and short service life existing in a conventional stress measuring device, and the non-contact stress measuring device has the characteristics of high accuracy, convenient maintenance, and long-term stable operation under the precondition of no damage to a base body. The non-contact stress measuring device is suitable for the on-line measurement of the stress of various large structure frames.
Description
Technical field the present invention relates to a kind of non-contact stress measuring device that is used for large structure frame such as water pressure engine, milling train, extruder, belongs to sensing technology.
Stress under complex working condition such as background technology large structure frame such as water pressure engine, milling train, extruder detects and can give security for its safety, reliability service.Traditional stress detection method exist the damage matrix, easily break away from and can not long-term work, poor anti jamming capability, be difficult to realize standardization and seriation, can not eliminate influence and the shortcomings such as maintenance and maintenance inconvenience of drift accuracy of detection.
Summary of the invention is in order to solve the problem that exists in the detection of large structure frame stress, improve the security performance of large structure frame and the work efficiency and the precision of host computer system, the invention provides a kind of with the non-contact stress measuring device of current vortex sensor as primary element.
Particular content of the present invention is as follows:
Non-contact stress measuring device for large structure frame mainly comprises sensor, prime amplifier, stabilized voltage supply and signal output apparatus, A/D reforming unit, PLC, computing machine, indication and warning device,
The high precision of micrometric displacement signal was picked up when described sensor was finished the framework stand under load, and was converted to electric signal;
Described prime amplifier with sensor export little electric signal be amplified to 0-10 or ± 5 volts voltage signal, sensor and prime amplifier must mate, and guarantee that sensitivity coefficient is at β=more than the 20mv/ μ m, so that enough resolution is arranged;
Described stabilized voltage supply and signal output apparatus provide 24 volts of power supplys for multiple sensor, and with the integrated output of multichannel output signal, and can simulate demonstration;
Described A/D reforming unit finish the conversion of simulating signal to digital signal, be convenient to subsequent calculations machine etc. to processing of data etc.;
Described PLC and industrial computer are handled digital signal, carry out stress state indication and the sound and light alarm when overstressing.
Large structure frame location type column stress measurement mechanism, as primary element, current vortex sensor is made up of measured body 2, probe 3 and prime amplifier 5 with the current vortex micro-displacement sensor.Connect by high frequency cable between sensor probe 3 and the fore-lying device 5, high frequency oscillator in the fore-lying device 5 provides exciting current for the coil in the probe, when tested metallic conductor 2 during near sensor probe, to produce eddy current on metallic conductor 2 surfaces, eddy current loss causes that the coil current value in the probe 3 changes, convert change in voltage to through fore-lying device 5, the variation of this voltage and probe coil 3 to measured body 2 between linear apart from δ realized converting voltage signal to by mechanical shift.Behind stressed member (column or framework) 4 stands under load, generation stress is σ, and strain stress=σ/E is then arranged.
Distance between last two fixed supports 1 in stressed member 4 (column or framework) surface is L, and then the relative deformation under stress σ effect is Δ L=ε * L between two stands.
Simultaneously, measured body 2 and the relative displacement Δ δ of probe between 3 almost with Δ L equivalent.By the characteristic of current vortex micro-displacement sensing as can be known, when sensitivity coefficient is β (mv/ μ m), then the output valve of system is:
ΔV
0＝V-V
0＝β·Δδ
And the output valve Δ V of system
0The V value and the V that can read from the digital display screen of stabilized voltage supply
0The difference of value is tried to achieve.So can draw the stress value of column, thereby reach the purpose that detects the suffered stress of stressed member 4 (column or framework).The output characteristics of current vortex micro-displacement sensor as shown in Figure 3.
Described sensor is installed on the large structure frame stressed member (column or framework) has certain activity space, and the position that is easy to protect gets final product, and shown in Figure 4 is a kind of use-case: (probe can be realized exchanging with the position of measured body).Be to guarantee that measuring accuracy sensor installation dimension requires: L 〉=300 millimeter, L/H＞6, wherein, L is the distance between last two fixed supports 1 in stressed member 4 surfaces, H is the distance between stressed member 4 and the fixed support 1.
Locating piece 6 is fixed on the stressed member 4 (column or framework) by electrical pads among Fig. 4, determined that the gauge length L that detects (drafts gauge length L=300mm, the L value too greatly then can not be installed owing to column activity space size restrictions, the too little resolution that then influences, reduce accuracy of detection), the support 1 that will have fixture block 7 again is installed on the locating piece 6 by bolt, on fixture block 6, install measured body 2 and probe 3, adjust distance (point midway of adjusting to the linear sensor output area is for best) between the two, and, can detect the stationkeeping pinning.Diagram support 1 structure has installation, adjustment, characteristics such as easy to maintenance.
Determining and the elimination of zero temperature drift of detection reference zero point.In order to determine that the large structure frame column stress detects and the alarming value of protection system, at first must know the output valve of column stress detection system when main frame is unloaded, promptly determine the position at zero point.It is as follows now to specify definite method: if the spacing between two fixed supports of sensor is L=300mm, by calculating as can be known the maximum stress (as: 1000Kg/cm between two stands
2) under relative displacement Δ L=0.146mm, by selected sensor type and specification,, choose the optimum linear interval that comprises in the 0.146mm interval according to its sensor V-δ output characteristic curve, be V at zero point with this interval starting point
0, and the foundation of determining as the initial position that sensor is installed.
Because the variation of ambient temperature scope of main working machine work is bigger, and variation of temperature changes the output valve of column stress detection system under the main frame light condition, i.e. zero temperature drift.For stress is detected accurately, system alarm is reliable, must eliminate the influence of drift.Therefore, the present invention adopts following technical measures: behind host-initiated, before working each time V is exported in zero load
0Sampling, this sampled value be as the output of " 0 " point, also is value at dynamic zero point.To be worth base value simultaneously as stress detection, signal analysis and calculating.Thereby eliminated the influence of factor counter stress accuracy of detection such as variation of ambient temperature, die change.
The present invention is a core with high precision current vortex micro-displacement sensor, eliminated successfully that poor anti-interference, drift that conventional stress checkout equipment exists are big, job insecurity, serviceable life short defective, has precision height, easy to maintenance, again can long-term stable operation and characteristics under the prerequisite of not damaging matrix, be applicable to the online detection of stress of various large structure frames, have wide popularization and application and be worth.The stress that the system of development is used in China's giant stamp forging water pressure engine column detects, and has filled up the blank that realizes long-term column stress high Precision Detection on large-scale die forging water press.Simultaneously this stress detection device also have highly sensitive, frequency response good, characteristics such as linear range is big, physical dimension is little,, long service life insensitive to environment and medium influence.
Description of drawings
Fig. 1: large structure frame stress test system figure,
Fig. 2: sensor construction synoptic diagram;
Fig. 3: current vortex sensor output characteristics;
Fig. 4: sensor uses installation diagram.
Embodiment
The stress that successfully applies to 10,000 tons and 30,000 tons hydraulic die press columns of certain aluminum fabrication plant detects, show through industrial long-term textual criticism: stress detects and the protection system reliable operation, the accuracy of detection height satisfies high Precision Detection and the real-time requirement to detection system of demand of practical production and automatic control system fully; Compare with conventional stress detection method, its antijamming capability is strong, and good stability is easy to maintenance, and has successfully eliminated the influence of zero point drift to accuracy of detection.Result of use is as follows:
Current vortex micro-displacement sensor dynamic property is good, and the sensor output characteristics is stable; 18 diagonally opposing corner arrangement forms that column stress detects can satisfy field requirement, and have reflected the unsafe condition of column stand under load more comprehensively; Online detection of column stress and protection system adopt the method at dynamic zero point, have eliminated the influence of factor counter stress accuracy of detection such as environment temperature and die change; Realized real-time monitoring, and realized collaborative closed loop work with the operation system to the full duty parameter of huge water pressure engine; Reached the purpose that operating mode is monitored in real time and column stress detects and protects to water pressure engine.
Claims (2)
1. non-contact stress measuring device for large structure frame is characterized in that: mainly comprise sensor, prime amplifier, stabilized voltage supply and signal output apparatus, A/D reforming unit, PLC, computing machine, indication and warning device,
The high precision of micrometric displacement signal was picked up when described sensor was finished the framework stand under load, and was converted to electric signal;
Described prime amplifier with little electric signal of sensor output be amplified to 0-10 or ± 5 volts voltage signal, sensor and prime amplifier must mate, and the assurance sensitivity coefficient is at β=more than the 20mv/ μ m, so that enough resolution is arranged;
Described stabilized voltage supply and signal output apparatus provide 24 volts of power supplys for multiple sensor, and with the integrated output of multichannel output signal, and can simulate demonstration;
Described A/D reforming unit is finished the conversion of simulating signal to digital signal, is convenient to the processing of subsequent calculations machine to data;
Described PLC and computing machine are handled digital signal, carry out stress state indication and the sound and light alarm when overstressing.
2. measurement mechanism according to claim 1, it is characterized in that: described sensor is installed on the large structure frame stressed member, and has certain activity space, and satisfy L 〉=300 millimeter, L/H＞6, wherein, L is the distance between two fixed supports on the stressed member surface, and H is the distance between stressed member and the fixed support.
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| Application Number | Priority Date | Filing Date | Title |
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| CNB2005100312112A CN1295480C (en) | 2005-01-31 | 2005-01-31 | Non-contact stress measuring device for large structure frame |
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| CNB2005100312112A CN1295480C (en) | 2005-01-31 | 2005-01-31 | Non-contact stress measuring device for large structure frame |
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| CN1657863A CN1657863A (en) | 2005-08-24 |
| CN1295480C true CN1295480C (en) | 2007-01-17 |
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Families Citing this family (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1987369B (en) * | 2006-09-30 | 2010-05-12 | 南京钢铁股份有限公司 | Multifunctional sensor testing device |
| CN101539396B (en) * | 2009-04-09 | 2011-01-12 | 北京佳讯飞鸿电气股份有限公司 | Application system for monitoring stress deformation of tunnel |
| CN101701880B (en) * | 2009-08-05 | 2011-06-29 | 南京航空航天大学 | Embedded health monitoring system for active and passive structure of aeroplane |
| CN102566518A (en) * | 2010-12-14 | 2012-07-11 | 陕西省建筑科学研究院 | On-line detection control system for steel structure |
| CN102591265B (en) * | 2011-01-17 | 2015-10-21 | 陕西省建筑科学研究院 | Based on the steel structure performance telemetry circuit system of piezoelectricity pivot bar |
| CN102654414A (en) * | 2011-03-04 | 2012-09-05 | 福建南方路面机械有限公司 | Online intelligent stock bin level monitoring system |
| CN102589407A (en) * | 2012-02-27 | 2012-07-18 | 哈尔滨海太精密量仪有限公司 | Alternating-current energized multi-channel inductance type micro displacement sensor signals anti-jamming method |
| CN103542801A (en) * | 2013-10-28 | 2014-01-29 | 哈尔滨电机厂有限责任公司 | Non-contact hydro-generator stator frame deformation measurement device and method |
| CN104308060B (en) * | 2014-10-09 | 2016-03-02 | 济南大学 | A kind of method for supervising of the on-line monitoring system for steel ball cold heading shaping |
| CN106270283A (en) * | 2016-10-14 | 2017-01-04 | 扬州大祺自动化技术有限公司 | A kind of forcing press punching press tonnage monitoring device |
| CN107042653B (en) * | 2017-02-23 | 2019-03-26 | 南通华德锻压机床有限公司 | The parallel control system of large hydraulic press crossbeam |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3507514A1 (en) * | 1985-03-04 | 1986-09-04 | Philips Patentverwaltung Gmbh, 2000 Hamburg | Device for measuring the curvature and the reverse bending force of discs |
| CN1353808A (en) * | 1999-06-03 | 2002-06-12 | R·鲁维利有限公司 | System for measuring loadings in structure, measuring unit and measuring sensor |
| CN2564991Y (en) * | 2002-08-13 | 2003-08-06 | 华北石油管理局钻井工艺研究院 | Sensor for drill string free point positioning |
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2005
- 2005-01-31 CN CNB2005100312112A patent/CN1295480C/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3507514A1 (en) * | 1985-03-04 | 1986-09-04 | Philips Patentverwaltung Gmbh, 2000 Hamburg | Device for measuring the curvature and the reverse bending force of discs |
| CN1353808A (en) * | 1999-06-03 | 2002-06-12 | R·鲁维利有限公司 | System for measuring loadings in structure, measuring unit and measuring sensor |
| CN2564991Y (en) * | 2002-08-13 | 2003-08-06 | 华北石油管理局钻井工艺研究院 | Sensor for drill string free point positioning |
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| CN1657863A (en) | 2005-08-24 |
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