CN104458115A - Stress detector calibration device - Google Patents

Stress detector calibration device Download PDF

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Publication number
CN104458115A
CN104458115A CN201410706207.0A CN201410706207A CN104458115A CN 104458115 A CN104458115 A CN 104458115A CN 201410706207 A CN201410706207 A CN 201410706207A CN 104458115 A CN104458115 A CN 104458115A
Authority
CN
China
Prior art keywords
taseometer
calibration
calibration device
stress detector
baffle plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201410706207.0A
Other languages
Chinese (zh)
Inventor
胡建忠
牟林
陈振宇
季良杰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
PowerChina Chengdu Engineering Co Ltd
Original Assignee
PowerChina Chengdu Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by PowerChina Chengdu Engineering Co Ltd filed Critical PowerChina Chengdu Engineering Co Ltd
Priority to CN201410706207.0A priority Critical patent/CN104458115A/en
Publication of CN104458115A publication Critical patent/CN104458115A/en
Pending legal-status Critical Current

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Abstract

The invention relates to the field of water conservancy and hydropower calibration devices, in particular to a stress detector calibration device. The technical purpose of providing a stress detector calibration device which can quickly and conveniently achieve stress calibration is achieved. According to the technical scheme, the stress detector calibration device comprises a sliding guide rail and a stress detector. The sliding guide rail is provided with a jack component, a baffle and a forced aligning plate. The stress detector sequentially penetrates through the jack component, the baffle and the forced aligning plate to be clamped, and a calibration detection device is connected to the outer portion of the stress detector in a sleeving mode. The stress detector calibration device is particularly suitable for quickly and accurately achieving calibration in water conservancy and hydropower construction sites, and compared with a traditional calibration device, the stress detector calibration device has the advantage of being convenient to carry.

Description

Taseometer calibration device
Technical field
The present invention relates to water conservancy and hydropower rating device field, especially a kind of taseometer calibration device.
Background technology
The taseometer of field of water conservancy, all needs to carry out corresponding calibration work before use.So-called calibration, just refers to and measures the calibration of instrument.The current calibration work in field of water conservancy, must carry out on bulky, expensive oil press, general building site does not possess this equipment, therefore, limit by condition in actual rate timing, inconvenience very, and, domesticly at present there is no the relevant device that can realize calibration easily, this technical field still belongs to blank.
Summary of the invention
Technical matters to be solved by this invention is to provide a kind of taseometer calibration device realizing taseometer calibration quickly and easily.
The technical solution adopted for the present invention to solve the technical problems is: taseometer calibration device, comprise rail plate and taseometer, described rail plate is provided with jack assembly, baffle plate and forced centering plate, described taseometer is clamped through jack assembly, baffle plate and forced centering plate successively, is socketed with calibration pick-up unit outside described taseometer.
Further, described stress counts anchor pole tension meter.
Further, described bolt stress meters is clamped by the fixture be socketed on outside bolt stress meters.
Further, described stress counts anchor dynamometer.
Further, described anchor dynamometer is fixed by the nut be socketed on outside anchor dynamometer.
Further, comprise pad, described pad is arranged between nut and jack assembly.
Further, comprise pad, described pad is arranged between nut and baffle plate.
Further, described stress counts anchor pole pressure cell.
Further, described anchor pole pressure cell is clamped by the fixture be socketed on outside bolt stress meters.
Further, connected by calibration frame fixed support between baffle plate.
The invention has the beneficial effects as follows: the present invention very convenient, accurate when reality uses.First taseometer is clamped through jack assembly, baffle plate and forced centering plate successively, ensure when jack assembly applies pressure or pulling force, taseometer stressed accurate, meanwhile, the parameter of calibration pick-up unit to corresponding taseometer gathers, and finally can complete the calibration work of each parameter of taseometer very rapidly.The ingenious part of the present invention's design is: the structure that enormously simplify rating device, by rational structure optimization, allow taseometer calibration time required each parts reasonably coordinate, thus achieve the calibration of taseometer, and the accuracy of calibration result is also guaranteed by rational structural design, the present invention is particularly useful for realizing fast and accurately in calibration in water conservancy and hydropower building site, and meanwhile, portable feature of the present invention is also the large advantage had relative to traditional rating device.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the present invention when being applied to the pulling force calibration of anchor pole tension meter.
Fig. 2 is the schematic diagram that the present invention is applied to calibration anchor dynamometer.
Fig. 3 is the schematic diagram of the present invention when being applied to the pressure calibration of anchor pole pressure cell.
Be labeled as in figure: jack assembly 1, baffle plate 2, forced centering plate 3, fixture 4, calibration pick-up unit 5, calibration frame 52, calibration frame installation joint 53, rail plate 6, taseometer 7, nut 8, pad 11,
Embodiment
Below in conjunction with accompanying drawing, the present invention is further described.
As shown in Figure 1, Figure 2, Figure 3 shows, taseometer calibration device of the present invention, comprise rail plate 6 and taseometer 7, described rail plate 6 is provided with jack assembly 1, baffle plate 2 and forced centering plate 3, described taseometer 7 is clamped through jack assembly 1, baffle plate 2 and forced centering plate 3 successively, is socketed with calibration pick-up unit 5 outside described taseometer 7.
Structure of the present invention is relative to traditional more optimized structure, more simplify.When reality uses, only taseometer 7 need be clamped through jack assembly 1, baffle plate 2 and forced centering plate 3 successively, then apply corresponding pulling force or pressure by jack assembly 1, then determined the reading of pick-up unit 5 by read rate.
Certainly, according to the type of concrete taseometer 7, structure of the present invention can also have further refinement.
Described taseometer 7 can be anchor pole tension meter, and as shown in Figure 1, when taseometer 7 is the timing of anchor pole tension, described bolt stress meters can be selected the fixture 4 by being socketed on outside bolt stress meters and clamp.Now, jack assembly 1 pair of baffle plate 2 applies pressure, and baffle plate 2 pairs of anchor pole tension meters apply pulling force.Further say, bolt stress meters rating method is: the first step: be clamped through jack assembly 1, baffle plate 2 and forced centering plate 3 successively by bolt stress meters; Second step: by external hydraulic pump, pressurizes to jack assembly 1, carries out reading to the calibration pick-up unit 5 on anchor pole tension meter simultaneously; 3rd step: unloading jack assembly 1 hydraulic load, reclaims bolt stress meters, completes a calibration job.
Same, described taseometer 7 can also be anchor dynamometer, and as shown in Figure 2, when taseometer 7 is anchor dynamometer, described anchor dynamometer is fixed by the nut 8 be socketed on outside anchor dynamometer.The rating method of anchor dynamometer is: the first step: anchor dynamometer is arranged on this device interior, and it is clamped further by nut 8; Second step: by external hydraulic pump, pressurizes to jack assembly 1, carries out reading to calibration pick-up unit 5 simultaneously; 3rd step: unloading jack hydraulic load, reclaims anchor dynamometer, completes a calibration job.Finally, in order to when ensureing to clamp, critical component is not scratched, can select to set up pad 11, described pad 11 is arranged between nut 8 and jack assembly 1, and is arranged between nut 8 and baffle plate 2.
Last, described taseometer 7 can also be anchor pole pressure cell.As shown in Figure 3, general, firm in order to structure, is connected by calibration frame 52 fixed support between baffle plate 2.When taseometer 7 is anchor pole pressure cell, anchor pole pressure cell is clamped by the fixture 4 be socketed on outside bolt stress meters.The rating method of anchor pole pressure cell is: the first step: anchor pole pressure cell is arranged on this device interior, and is clamped by fixture 4; Second step: by external hydraulic pump, pressurizes to jack assembly 1, and the calibration pick-up unit 5 simultaneously on counter stress meter 7 carries out reading; 3rd step: unloading jack hydraulic load, reclaims anchor pole pressure cell, completes a calibration job.
This structure not only can well above-mentioned three kinds of taseometer 7 types of calibration, due to simplifying of structure, for the taseometer 7 of other type, also can adapt to preferably, so flexible emergent property adds the ability that the present invention adapts to building site Various Complex calibration needs greatly.

Claims (10)

1. taseometer calibration device, it is characterized in that: comprise rail plate (6) and taseometer (7), described rail plate (6) is provided with jack assembly (1), baffle plate (2) and forced centering plate (3), described taseometer (7) is clamped through jack assembly (1), baffle plate (2) and forced centering plate (3) successively, is socketed with calibration pick-up unit (5) outside described taseometer (7).
2. taseometer calibration device as claimed in claim 1, is characterized in that: described taseometer (7) is anchor pole tension meter.
3. taseometer calibration device as claimed in claim 2, is characterized in that: described bolt stress meters is clamped by the fixture (4) be socketed on outside bolt stress meters.
4. taseometer calibration device as claimed in claim 1, is characterized in that: described taseometer (7) is anchor dynamometer.
5. taseometer calibration device as claimed in claim 4, is characterized in that: described anchor dynamometer is fixed by the nut (8) be socketed on outside anchor dynamometer.
6. taseometer calibration device as claimed in claim 5, it is characterized in that: comprise pad (11), described pad (11) is arranged between nut (8) and jack assembly (1).
7. taseometer calibration device as claimed in claim 5, it is characterized in that: comprise pad (11), described pad (11) is arranged between nut (8) and baffle plate (2).
8. taseometer calibration device as claimed in claim 1, is characterized in that: described taseometer (7) is anchor pole pressure cell.
9. taseometer calibration device as claimed in claim 8, is characterized in that: described anchor pole pressure cell is clamped by the fixture (4) be socketed on outside bolt stress meters.
10. the taseometer calibration device as described in claim 1,8 or 9, is characterized in that: connected by calibration frame (52) fixed support between baffle plate (2).
CN201410706207.0A 2014-11-27 2014-11-27 Stress detector calibration device Pending CN104458115A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410706207.0A CN104458115A (en) 2014-11-27 2014-11-27 Stress detector calibration device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410706207.0A CN104458115A (en) 2014-11-27 2014-11-27 Stress detector calibration device

Publications (1)

Publication Number Publication Date
CN104458115A true CN104458115A (en) 2015-03-25

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410706207.0A Pending CN104458115A (en) 2014-11-27 2014-11-27 Stress detector calibration device

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CN (1) CN104458115A (en)

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2169131Y (en) * 1993-06-11 1994-06-15 罗福沛 Checking apparatus for steel wire strength gauge
CN1789941A (en) * 2004-12-17 2006-06-21 鸿富锦精密工业(深圳)有限公司 Automatic correction system for ergometer and correction method thereof
CN101109670A (en) * 2007-08-16 2008-01-23 浙江省计量科学研究院 Three-dimensional force transducer calibration device
JP2008096416A (en) * 2006-09-13 2008-04-24 Akebono Brake Ind Co Ltd Calibration method for tension force detector
CN101226095A (en) * 2008-01-30 2008-07-23 中国科学院合肥物质科学研究院 Six-dimension force sensor calibration device
CN201548375U (en) * 2009-12-21 2010-08-11 上海冠卓企业发展有限公司 Detection device of resistance dynamometer
CN102213628A (en) * 2011-04-08 2011-10-12 武汉钢铁(集团)公司 Site testing method for anchoring force of glass fiber reinforced plastic anchor rod
CN202075096U (en) * 2011-05-25 2011-12-14 吕新胜 Calibration device of tension meter
CN103728077A (en) * 2014-01-24 2014-04-16 河南理工大学 Device for anchor rod anchoring force testing simulating comprehensive experiment

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2169131Y (en) * 1993-06-11 1994-06-15 罗福沛 Checking apparatus for steel wire strength gauge
CN1789941A (en) * 2004-12-17 2006-06-21 鸿富锦精密工业(深圳)有限公司 Automatic correction system for ergometer and correction method thereof
JP2008096416A (en) * 2006-09-13 2008-04-24 Akebono Brake Ind Co Ltd Calibration method for tension force detector
CN101109670A (en) * 2007-08-16 2008-01-23 浙江省计量科学研究院 Three-dimensional force transducer calibration device
CN101226095A (en) * 2008-01-30 2008-07-23 中国科学院合肥物质科学研究院 Six-dimension force sensor calibration device
CN201548375U (en) * 2009-12-21 2010-08-11 上海冠卓企业发展有限公司 Detection device of resistance dynamometer
CN102213628A (en) * 2011-04-08 2011-10-12 武汉钢铁(集团)公司 Site testing method for anchoring force of glass fiber reinforced plastic anchor rod
CN202075096U (en) * 2011-05-25 2011-12-14 吕新胜 Calibration device of tension meter
CN103728077A (en) * 2014-01-24 2014-04-16 河南理工大学 Device for anchor rod anchoring force testing simulating comprehensive experiment

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Application publication date: 20150325

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