CN101206166A - Method for establishing relationship of displacement and influence value of digital display rebound tester sensor based on motion equation - Google Patents

Method for establishing relationship of displacement and influence value of digital display rebound tester sensor based on motion equation Download PDF

Info

Publication number
CN101206166A
CN101206166A CNA2007103019014A CN200710301901A CN101206166A CN 101206166 A CN101206166 A CN 101206166A CN A2007103019014 A CNA2007103019014 A CN A2007103019014A CN 200710301901 A CN200710301901 A CN 200710301901A CN 101206166 A CN101206166 A CN 101206166A
Authority
CN
China
Prior art keywords
value
cos
reisilometer
relation
sensor
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
CNA2007103019014A
Other languages
Chinese (zh)
Inventor
唐圣业
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CNA2007103019014A priority Critical patent/CN101206166A/en
Publication of CN101206166A publication Critical patent/CN101206166A/en
Priority to PCT/CN2008/073610 priority patent/WO2009079959A1/en
Pending legal-status Critical Current

Links

Abstract

The invention establishes a numerical relation between a sensor induction value and a displacement value of a digital display resiliometer according to the motion equation of impacting a slider when the resiliometer (including mortar resiliometer, common resiliometer and etc.) rebounds. The method does not depend on the space linearity of the sensor. The key points of the technical proposal are as follows: the invention establishes the motion equation (see formula (1)) of an impacting hammer in a rebounding stage when the resiliometer is working, a formula (2) or a formula (3) can also be obtained through conversion; Beta and Omega are decided by the self features of the resiliometer, and I is decided together by a rebounding direction and the self features of the resiliometer; if the rebounding direction is determined, L is decided by the self features of the resiliometer. T represents the time when a rebounding position is reached, X represents the displacement value when a highest rebounding position is reached, and a zero-time reference is the time when the impacting hammer drives the sensor (or part of the sensor) to move. L can be obtained through experiment and calculation. According to the formula (2) or (3), the relation between the displacement value xI and the time ti can be established, an apparatus obtains the sensor induction value ri at each ti, and thus the relation between ri and xi can be established.

Description

Set up the displacement and the influence value relation of digital display reisilometer sensor based on the equation of motion
Technical field
The digital display reisilometer is to go up the rigging position sensor at common reisilometer (comprising the not automatic all kinds of reisilometers of gathering the rebound value device of installation such as mortar reisilometer, high-strength reisilometer) to obtain rebound value automatically.Be widely used in the intensity detection of mixing earth and other structures, member and material.
Background technology
The displacement transducer of some digital display reisilometer need be set up the corresponding relation (such as the correspondence table of sensed values and shift value or equation) between a shift value and the sensor sensing value in advance.During reisilometer work,, after the acquisition sensor sensing value, obtain the shift value corresponding, can obtain rebound value with it by calculating or enquiry form according to this relation.Along with the increase of working sensor number of times, the prolongation of time, the corresponding relation between shift value and the sensor sensing value may change, and need rebulid this corresponding relation.
Summary of the invention
Elastic hammer drove the equation of motion of sensor (or its part) when the present invention worked according to reisilometer, provided the method for setting up shift value and sensor sensing value corresponding relation.
Reisilometer when work elastic hammer drives sensor (or its part) motion, and to the time interval of maximum displacement value (being the rebound value position), its equation of motion is in moment of sensor (or its part) setting in motion (be called among the present invention timing zero point):
y=Ae -βtcos(ωt+).....................................................(1)
Make y=x+l, the displacement that x begins for timing zero point, l is a reisilometer when working on certain orientation, the equilibrium position is to the distance of contact position.Being described as follows of equilibrium position and contact position, this explanation is useful for patent of the present invention.
The equilibrium position: the thrum hammer under the acting in conjunction of gravity own, spring tension or anchorage force, indicator slide block gravity, indicator slide block friction force, the residing position of elastic hammer.Because the restriction in reisilometer space, elastic hammer in fact not necessarily can be in this position.Indicator slide block gravity and indicator slide block friction force were not added on the elastic hammer before timing zero point, influenced but value is subjected to their.
Contact position: in the thrum hammer springback process, touch the indicator slide block shell fragment, the initial time that the push pointer slide block moves together, the residing position of elastic hammer.
β and ω are the characteristic quantities of reisilometer itself, and l is determined jointly by attack direction and the feature of reisilometer own, if the attack direction determines that then l is also by the characteristics determined of reisilometer own.For the reisilometer of certain kind, compliant standard, β and ω are definite values, and on given attack direction, l also is a definite value.Equation is transformed to:
x+l=Ae -βtcos(ωt+).........................................(2)
T=T, x=X are arranged when arriving the rebound value position:
ωT+=π.......................................................(3)
{。##.##1},
=π-ωT.......................................................(4)
At timing zero point, t=0, x=0, following equation:
l=Ae -β×0cos(ω×0+)=Acos...............................(5)
Like this, the relation of time and displacement provides by following formula:
x + l = l cos ( π - ωT ) e - βt cos ( ωt + π - ωT ) . . . ( 7 )
x = l cos ( π - ωT ) e - βt cos ( ωt + π - ωT ) - l . . . ( 8 )
This relation shows, by attack, according to the equation of motion just can Time Created displacement relation, and the relation between time and the sensor sensing value can be set up by sampling, like this, the relation between displacement and the sensor sensing value just can be set up.As seen from the above analysis, this scaling method does not rely on the linearity on the sensor spatial sense.
Also can utilize when arriving maximum position has t=T, and x=X (X obtains by eye reading) determines l, and this method can not arranged the attack direction, sets up the relation between shift value and the influence value under the prior situation that does not preset the l value.
X+l=Ae -βTcos(ωT+)=Ae -βTcosπ.....................(9)
Figure S2007103019014D00032
l=-X/(1+e -βT/cos(π-ωT)).............................(11)
(11) formula substitution (8) formula, any in the attack direction, do not preset under the situation of l value in advance, can set up the corresponding relation between shift value and the influence value.
x=-X(e -βtcos(ωt+π-ωT)/cos(π-ωT)-1)/(1+e -βT/cos(π-ωT)).......(12)
L on the various types of reisilometer all directions also can calculate by the following method.
When being in the equilibrium position, elastic hammer has:
(m 1g+m 2g+m 3g)cosθ+f=KΔl 1...........................(13)
K is the elastic modulus of spring of linking to each other with elastic hammer, m 1Be the quality of elastic hammer, m 2Be the Equivalent Mass of Spring that links to each other with elastic hammer, m 3Be the quality of indicator slide block, θ is the attack direction and the angle of direction straight down, and f comprises that indicator slide block is with guide rod and the summation of the friction force of the friction force between slotting.
Spring does not have distortion, and elastic hammer is l from the distance of contact position 1Then have
l=l 1+Δl 1..................................................(14)
Embodiment
By test and calculating, obtain the β and the ω value of the reisilometer of various types of compliant standard, and the l value on all directions.
Reisilometer work, the elastic hammer take-off, when driving sensor (or its part) motion, each is worth t constantly instrument record iWith its corresponding sensor influence value r i, according to equation (8) or (12), set up displacement x then iWith time t iRelation, so just can set up r iAnd x iRelation.The method that the present invention provides does not rely on the linearity on the sensor spatial sense.

Claims (6)

1. the equation of motion that elastic hammer drove sensor (or its part) in the resilience stage when reisilometer was worked is:
x+l=Ae -βtcos(ωt+)...........................................(1)
It is time zero t=0 that elastic hammer touches the initial moment that sensor (or its part) drives its motion, and x=0 has following relation:
l=Acos()........................................................(2)
When arriving the rebound value position, t=T, x=X have following relation:
ω T+ =π is =π-ω T.......................................... (3)
X+l=Ae -βTcos(ωT+)=-Ae -βT................................(4)
Simultaneous (2) and (3) obtain following relation:
A = l cos ( π - ωT ) . . . ( 5 )
Simultaneous (1), (3) and (5) obtain following relation:
x = l cos ( π - ωT ) e - βt cos ( ωt + π - ωT ) - l . . . ( 6 )
Simultaneous (4) and (5) get following relation:
l=-X(e -βT/cos(π-ωT)+1) -1......................................(7)
(7) substitution (6)
x=-X(e -βtcos(ωt+π-ωT)/cos(π-ωT)-1)/(1+e -βT/cos(π-ωT)).......(8)
β and ω are by the characteristics determined of reisilometer own, reisilometer for certain kind, compliant standard, β and ω are definite values, can and calculate by test, X is the maximum displacement of sensor (or its part), T is a rebound value position time corresponding, and time zero is that elastic hammer touches the initial moment that sensor (or its part) drives its motion.Can set up shift value x by equation (6) or (8) iWith moment t iRelation, at each t constantly i, instrument obtains sensor sensing value r i, so just can set up r iAnd x iRelation.
2.l determine jointly by attack direction and the feature of reisilometer own, if the attack direction determines that then l is by the characteristics determined of reisilometer own.On certain attack direction, l is a definite value.Can obtain the l value of reisilometer on all directions various types of, the compliant standard by test calculating.
3. also can be after attack, the X value of this attack is imported in eye reading, calculates the l value by formula (7), and this is need not arrange the attack direction.
4. obtain the l value by claim 3, measure the angle value corresponding, like this, can obtain the l value of various reisilometer all directions with it.
5. for the spring system of reisilometer, following formula is arranged:
(m 1g+m 2g+m 3g)cosθ+f=KΔl 1............................(9)
K is the elastic modulus of spring of linking to each other with elastic hammer, m 1Be the quality of elastic hammer, m 2Be the Equivalent Mass of Spring that links to each other with elastic hammer, m 3Be the quality of indicator slide block, θ is the attack direction and the angle of direction straight down, when f drives the indicator slide block motion for the attack piece, comprise indicator slide block and guide rod and slot between the summation of friction force of friction force.When if spring does not have distortion, elastic hammer is l from the distance of contact position 1, then have
l=l 1+Δl 1..................................................(10)
6. do not needing to know under the situation of l, can set up shift value x according to formula (8) iWith moment t iRelation, at each t constantly i, instrument obtains sensor sensing value r i, so just can set up r iAnd x iRelation
CNA2007103019014A 2007-12-19 2007-12-19 Method for establishing relationship of displacement and influence value of digital display rebound tester sensor based on motion equation Pending CN101206166A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CNA2007103019014A CN101206166A (en) 2007-12-19 2007-12-19 Method for establishing relationship of displacement and influence value of digital display rebound tester sensor based on motion equation
PCT/CN2008/073610 WO2009079959A1 (en) 2007-12-19 2008-12-19 A method for acquiring rebound value, testing a resiliometer and calibrating a sensor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNA2007103019014A CN101206166A (en) 2007-12-19 2007-12-19 Method for establishing relationship of displacement and influence value of digital display rebound tester sensor based on motion equation

Publications (1)

Publication Number Publication Date
CN101206166A true CN101206166A (en) 2008-06-25

Family

ID=39566533

Family Applications (1)

Application Number Title Priority Date Filing Date
CNA2007103019014A Pending CN101206166A (en) 2007-12-19 2007-12-19 Method for establishing relationship of displacement and influence value of digital display rebound tester sensor based on motion equation

Country Status (1)

Country Link
CN (1) CN101206166A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009079959A1 (en) * 2007-12-19 2009-07-02 Shengye Tang A method for acquiring rebound value, testing a resiliometer and calibrating a sensor
CN104359761A (en) * 2014-12-05 2015-02-18 聊城大学 Football rebound rate photoelectric detection method based on horizontal displacement difference compensation
CN105352831A (en) * 2015-10-21 2016-02-24 广东省建筑材料研究院 Impact resistance test characterization method of ceramic material
CN106442188A (en) * 2016-08-26 2017-02-22 四川省建筑科学研究院 Spot measuring method of non sintering brick setting construction engineering
CN111678465A (en) * 2020-05-28 2020-09-18 哈尔滨工业大学 Pipeline bending detection method based on ultrasonic guided waves

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009079959A1 (en) * 2007-12-19 2009-07-02 Shengye Tang A method for acquiring rebound value, testing a resiliometer and calibrating a sensor
CN104359761A (en) * 2014-12-05 2015-02-18 聊城大学 Football rebound rate photoelectric detection method based on horizontal displacement difference compensation
CN105352831A (en) * 2015-10-21 2016-02-24 广东省建筑材料研究院 Impact resistance test characterization method of ceramic material
CN106442188A (en) * 2016-08-26 2017-02-22 四川省建筑科学研究院 Spot measuring method of non sintering brick setting construction engineering
CN111678465A (en) * 2020-05-28 2020-09-18 哈尔滨工业大学 Pipeline bending detection method based on ultrasonic guided waves
CN111678465B (en) * 2020-05-28 2021-12-10 哈尔滨工业大学 Pipeline bending detection method based on ultrasonic guided waves

Similar Documents

Publication Publication Date Title
CN101206166A (en) Method for establishing relationship of displacement and influence value of digital display rebound tester sensor based on motion equation
EP1459048B1 (en) Hardness measuring device comprising a housing and a penetration body, in particular a manual device
EP2952866B1 (en) Method for evaluating residual stress by using instrumented indentation test technique
EP0359294A3 (en) Coriolis mass flow rate meter and method for producing a mass flow rate signal with reduced harmonic content
ATE458539T1 (en) METHOD AND DEVICE FOR MEASURING AND ALIGNING A GOLF CLUB SHAFT
CN106885728A (en) The fixture and method determined for bone plate bending strength and equivalent bending stiffness
CN105136453B (en) A kind of transmission selector fork strength test system
CN104483389B (en) Source array method based detection method of grouting quality of bridge prestressed pipeline
CN102132141A (en) Method for in-situ determining the compactness of grainy material layers and device for performing the process
CN102495134B (en) Truss structure damage positioning method based on added mass
CN109142101A (en) The appraisal procedure and shock machine of impact test
CN109142100A (en) The appraisal procedure and shock machine of impact test
CN100485357C (en) Method and device for measuring resiliometer impact kinetic energy
CN104849147A (en) Modal natural frequency-based metal material Young modulus measurement device and method
WO2009079959A1 (en) A method for acquiring rebound value, testing a resiliometer and calibrating a sensor
CN207472227U (en) A kind of monitoring device of novel side slope surface displacement
CN101196452A (en) Method for digital display rebound tester acquiring rebound value and digital test based on motion equation
CN106320396B (en) The low strain dynamic two-speed signal averaging detection method of building solid pile
EP3141305A1 (en) Experimental method to detect the elastic modulus of objects, samples or semi-worked products of various materials
CN103822768B (en) A kind of ultra-low-frequency horizontal is to the static equalising means of shaking table guide rail irregularity
CN101493369A (en) Curtain wall wire rope tension resistance strain measurement method and measurement device thereof
CN106610361A (en) Material hardness unification and comparison research method and hardmeter
CN109403392A (en) It is a kind of for calculating the system and method for soil body horizontal counter-force coefficient
DE102017123275A1 (en) Method and apparatus for dynamic load testing
US8865989B1 (en) Kinetic measurement of piano key mechanisms for inertial properties and keystroke characteristics

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C57 Notification of unclear or unknown address
DD01 Delivery of document by public notice

Addressee: Tang Shengye

Document name: Notification of Passing Preliminary Examination of the Application for Invention

C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C57 Notification of unclear or unknown address
DD01 Delivery of document by public notice

Addressee: Tang Shengye

Document name: Notice of application for publication of patent for invention and entry into the substantive examination procedure

C57 Notification of unclear or unknown address
DD01 Delivery of document by public notice

Addressee: Tang Shengye

Document name: the First Notification of an Office Action

DD01 Delivery of document by public notice

Addressee: Tang Shengye

Document name: Notification of Passing Examination on Formalities

DD01 Delivery of document by public notice

Addressee: Tang Shengye

Document name: Notification that Application Deemed to be Withdrawn

C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Open date: 20080625