CN108918270A - A kind of injection type mortar strength detector calibrating installation - Google Patents

A kind of injection type mortar strength detector calibrating installation Download PDF

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Publication number
CN108918270A
CN108918270A CN201810964276.XA CN201810964276A CN108918270A CN 108918270 A CN108918270 A CN 108918270A CN 201810964276 A CN201810964276 A CN 201810964276A CN 108918270 A CN108918270 A CN 108918270A
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CN
China
Prior art keywords
mortar strength
calibrating installation
injection type
force value
penetrometer
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.)
Withdrawn
Application number
CN201810964276.XA
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Chinese (zh)
Inventor
文辉
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.)
Chengdu Xiangyu Huifeng Trading Co Ltd
Original Assignee
Chengdu Xiangyu Huifeng Trading 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 Chengdu Xiangyu Huifeng Trading Co Ltd filed Critical Chengdu Xiangyu Huifeng Trading Co Ltd
Priority to CN201810964276.XA priority Critical patent/CN108918270A/en
Publication of CN108918270A publication Critical patent/CN108918270A/en
Withdrawn legal-status Critical Current

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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/08Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/02Details not specific for a particular testing method
    • G01N2203/06Indicating or recording means; Sensing means
    • G01N2203/067Parameter measured for estimating the property
    • G01N2203/0676Force, weight, load, energy, speed or acceleration
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/02Details not specific for a particular testing method
    • G01N2203/06Indicating or recording means; Sensing means
    • G01N2203/067Parameter measured for estimating the property
    • G01N2203/0682Spatial dimension, e.g. length, area, angle

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  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
  • Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)

Abstract

A kind of injection type mortar strength detector calibrating installation is disclosed in the present invention, including rack, testing agency and transmission mechanism, the rack includes pedestal and bracket, the pedestal upper end is provided with upper beam, force value sensor is provided on the upper beam, it is provided with moving beam below the force value sensor, is provided with testing agency on the moving beam.The present invention can make penetrometer main body and injection bar generate relative displacement, while slow release working spring can also be gradually unloaded to penetrometer, and penetrating power size when any displacement in uninstall process conveniently can be accurately measured by force snesor and displacement sensor.The experimental results showed that the calibrating installation can preferably reflect the metering performance of penetrometer using easy, strong operability.

Description

A kind of injection type mortar strength detector calibrating installation
Technical field
The present invention relates to architectural engineering detection field, in particular to a kind of injection type mortar strength detector calibrating installation.
Background technique
Instantly, injection type mortar strength detector is widely used in masonry mortar inspection, and measurement and calibration demand is huge, and state The device of interior uniform type not yet calibrates its indicating value.
The calibration method used domestic at present is mostly and to process U-shaped frame accessory using electronic material testing machine,
20mm is pressed downward when pressure head of testing machine and injection rod end face contact and records final force value.Firstly, the testing of materials The accurate level of machine is relatively low, wherein highest is 0.5 grade, the limit error that represent corresponding force value and displacement should be low In ± 0.5%, and referring to the content in relation to calibrating standard, actual error parameter should be controlled ± 1%, will even be owned Error problem foreclose, standard and by the limit error between test examination instrument be also required to lower than triplication pass relationship;Secondly, General testing machine clamping attachment not corresponding with penetrometer, this may influence calibration result and bring insecurity factor;Again It is then affected to measurement result whether determining that its contact is artificially observed in contact and for reach ideal contact conditions right Testing machine is largely operated, because meaning that penetrometer spring is compressed when showing force value on testing machine, works as test Force value is shown as further meaning that testing machine is not yet contacted with penetrometer when zero on machine, this non-contacting experimental condition like contact The repeatability that will lead to measurement result is larger;Finally, due to the tension and compression characteristic of spring meets Hooke's law, and the compression of spring with Displacement must be on the same axis, that is to say, that the two must be coaxial, but testing machine cannot make the two due to designing at present It is absolutely coaxial and there are deviations, so that the related coefficient of linear equation becomes very big.In recent years, for penetration type, for injection Formula mortar strength investigating instrument also has a small number of relatively professional calibrating installations, structure mostly use force value sensor, displacement sensor, Dedicated U-shaped stationary fixture and manual beam lifting system composition, can satisfy magnitude tracing demand, such as Xi'an in precision aspect The injection type mortar strength inspection of the type and Liaoning Institute of Metrology's autonomous Design of the design of Shuai Qi Electrical Appliances Designing Co., Ltd Survey instrument calibrating installation.This calibrating installation manual loading, automatic detection level is low, and trigger cannot be certainly in the detection process for penetrometer It moves hook and restarts device only manually again to terminate detection process back to initial position, cause detection efficiency Lowly;Furthermore the calibrating installation can only measure the displacement under force value and fixed force value under fixed displacement, be unable to measure practical work The force value of trigger release moment, displacement under condition, and since the emergency case occurred in detection process easily leads to the damage of calibrating installation It is bad, the especially damage unrepairable of force value sensor and displacement sensor, therefore, it is necessary to have can accurate controlled speed servo Motor and emergency stop device, to realize the safe and reliable of detection process.A kind of injection type mortar strength detector is provided hereby Calibrating installation.
Summary of the invention
It is an object of the invention to solve the problem in above-mentioned technology, a kind of injection type mortar strength detector is provided Calibrating installation, the device can make penetrometer main body and injection bar generate relative displacement, while can also gradually unload to penetrometer slow On The Drug Release working spring conveniently can accurately measure any displacement in uninstall process by force snesor and displacement sensor When penetrating power size.The experimental results showed that the calibrating installation can preferably reflect penetrometer using easy, strong operability Metering performance.
In order to solve the above technical problems, the technical solution adopted by the present invention is as follows:
A kind of injection type mortar strength detector calibrating installation, including rack, testing agency and transmission mechanism, the machine Frame includes pedestal and bracket, and the pedestal upper end is provided with upper beam, and force value sensor, the power are provided on the upper beam It is provided with moving beam below value sensor, is provided with testing agency on the moving beam.
Further, as a preferred technical solution, it is characterized in that, the testing agency includes:Mortar strength inspection Instrument, mortar strength investigating instrument firm banking and displacement component are surveyed, the mortar strength investigating instrument setting is detected in mortar strength On instrument firm banking, the mortar strength investigating instrument firm banking is arranged on moving beam, on the mortar strength investigating instrument It is provided with the trigger of mortar strength investigating instrument, trigger motion control device is provided on the trigger of the mortar strength investigating instrument, The displacement component is arranged below moving beam.
Further, as a preferred technical solution, it is characterized in that, the transmission mechanism includes:Lead screw and polished rod, The lead screw is separately connected upper beam and pedestal, and lead screw is threadedly coupled with movable beam, and the polished rod is separately connected upper beam And pedestal.
Further, the lead screw connects motor by wheel hub belt wheel as a preferred technical solution,.
Further, the testing agency and transmission mechanism stated as a preferred technical solution, is connected to controller, described Controller is provided with switch.
Beneficial effect possessed by the present invention:
The present invention can make penetrometer main body and injection bar generate relative displacement, while can also gradually unload to penetrometer slowly Working spring is discharged, when conveniently accurately can measure any displacement in uninstall process by force snesor and displacement sensor Penetrating power size.The experimental results showed that the calibrating installation can preferably reflect penetrometer using easy, strong operability Metering performance.
Detailed description of the invention
Fig. 1 is schematic structural view of the invention.
In figure:1, upper beam;2, force value sensor;3, lead screw;4, feed rod;5, mortar strength investigating instrument;5-1, mortar are strong Spend the trigger of detector;6, trigger motion control device;7, mortar strength investigating instrument firm banking;8, handwheel;9, moving beam; 10, displacement component;11, pedestal;1, stabilizer blade;13, motor;14, controller 15. switchs.
Specific embodiment
The present invention is further illustrated in the following with reference to the drawings and specific embodiments.
Embodiment 1
A kind of injection type mortar strength detector calibrating installation, including rack, testing agency and transmission mechanism, the machine Frame includes pedestal and bracket, and the pedestal upper end is provided with upper beam, and force value sensor, the power are provided on the upper beam It is provided with moving beam below value sensor, is provided with testing agency on the moving beam.Testing agency includes:Mortar strength Detector, mortar strength investigating instrument firm banking and displacement component, the mortar strength investigating instrument setting are examined in mortar strength It surveys on instrument firm banking, the mortar strength investigating instrument firm banking is arranged on moving beam, the mortar strength investigating instrument On be provided with the trigger of mortar strength investigating instrument, trigger action control dress is provided on the trigger of the mortar strength investigating instrument It sets, the displacement component is arranged below moving beam.Transmission mechanism includes:Lead screw and polished rod, the lead screw are separately connected Upper beam and pedestal, lead screw are threadedly coupled with movable beam, and the polished rod is separately connected upper beam and pedestal, the lead screw Motor is connected by wheel hub belt wheel.Testing agency and transmission mechanism are connected to controller, and the controller is provided with switch.
When work, opens computer and enter software interface, the penetrometer for discharging working spring is inverted in firm banking, is passed through Enter bar outer end and protrude into side displacement component, shakes handwheel and clamp penetrometer and centering;After starting detection, trigger automatic control device pressure Lower penetrometer trigger, moving beam are begun to move up, and are continued behind penetrometer end face and the contact of force value sensor pressure-pad slow It moves up, compresses penetrometer spring, when the real-time force value of force value sensor reaches 849~851N, trigger control device is risen, Penetrometer trigger is lifted by the magnet tabletting of penetrometer hook spring and trigger control device, completes to load;Moving beam It slowly moves down, this location point is obtained while when force snesor force value is zero, moving beam continues to stop after moving down a distance Only, then continue slowly to move up;When penetrometer end face and force value sensor contacts, moving beam, which continues up, passes force value The real-time force value of sensor reaches 849~851N, and trigger control device depresses penetrometer trigger, moving beam stop rising and slowly to Lower movement, in return stroke, from acquisition location point start recording force value, displacement data, and it is bent to draw force value-displacement in real time Line chart, after penetrometer and the disengaging of force value sensor, moving beam is accelerated back to initial position, completes entire measurement process.
The description and the appended drawings of the invention be considered as it is illustrative and not restrictive, on the basis of the present invention, ability According to disclosed technology contents, some of technical characteristics can be made field technique personnel by not needing creative labor Some replacements and deformation, are within the scope of the invention.

Claims (5)

1. a kind of injection type mortar strength detector calibrating installation, including rack, testing agency and transmission mechanism, feature exist In the rack includes pedestal (11) and bracket, and the pedestal upper end is provided with upper beam (1), is set on the upper beam (1) It is equipped with force value sensor (2), is provided with moving beam (9) below the force value sensor (2), is set on the moving beam (9) It is equipped with testing agency.
2. a kind of injection type mortar strength detector calibrating installation according to claim 1, which is characterized in that the inspection Surveying mechanism includes:Mortar strength investigating instrument (5), mortar strength investigating instrument firm banking (7) and displacement component (10), the sand It starches intensity detector (5) to be arranged on mortar strength investigating instrument firm banking (7), the mortar strength investigating instrument firm banking (7) it is arranged on moving beam (9), the trigger (5- of mortar strength investigating instrument is provided on the mortar strength investigating instrument (5) 1) it, is provided with trigger motion control device (6) on the trigger (5-1) of the mortar strength investigating instrument, the displacement component (10) setting is below moving beam (9).
3. a kind of injection type mortar strength detector calibrating installation according to claim 1, which is characterized in that the biography Motivation structure includes:Lead screw (3) and polished rod (4), the lead screw (3) are separately connected upper beam (1) and pedestal (11), lead screw (3) with Movable beam (9) is threadedly coupled, and the polished rod (4) is separately connected upper beam (1) and pedestal (11).
4. a kind of injection type mortar strength detector calibrating installation according to claim 1, which is characterized in that the silk Thick stick (3) passes through wheel hub belt wheel connection motor (13).
5. a kind of injection type mortar strength detector calibrating installation according to claim 1, which is characterized in that the inspection It surveys mechanism and transmission mechanism is connected to controller (14), the controller is provided with switch (15).
CN201810964276.XA 2018-08-23 2018-08-23 A kind of injection type mortar strength detector calibrating installation Withdrawn CN108918270A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810964276.XA CN108918270A (en) 2018-08-23 2018-08-23 A kind of injection type mortar strength detector calibrating installation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810964276.XA CN108918270A (en) 2018-08-23 2018-08-23 A kind of injection type mortar strength detector calibrating installation

Publications (1)

Publication Number Publication Date
CN108918270A true CN108918270A (en) 2018-11-30

Family

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CN201810964276.XA Withdrawn CN108918270A (en) 2018-08-23 2018-08-23 A kind of injection type mortar strength detector calibrating installation

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109532007A (en) * 2018-12-28 2019-03-29 苏州慧通汇创科技有限公司 A kind of DLP laser fast shaping 3D printer positioning system with high accuracy
CN112798471A (en) * 2021-01-29 2021-05-14 广州市瀚源建设工程质量检测有限公司 Concrete penetration resistance appearance calibration auxiliary device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109532007A (en) * 2018-12-28 2019-03-29 苏州慧通汇创科技有限公司 A kind of DLP laser fast shaping 3D printer positioning system with high accuracy
CN109532007B (en) * 2018-12-28 2024-03-08 苏州慧通汇创科技有限公司 DLP laser rapid prototyping 3D printer positioning system that precision is high
CN112798471A (en) * 2021-01-29 2021-05-14 广州市瀚源建设工程质量检测有限公司 Concrete penetration resistance appearance calibration auxiliary device

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WW01 Invention patent application withdrawn after publication
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Application publication date: 20181130