CN106052988A - System and method of identifying oil film rigidity and damping of hydrostatic pressure guide rail - Google Patents

System and method of identifying oil film rigidity and damping of hydrostatic pressure guide rail Download PDF

Info

Publication number
CN106052988A
CN106052988A CN201610299120.5A CN201610299120A CN106052988A CN 106052988 A CN106052988 A CN 106052988A CN 201610299120 A CN201610299120 A CN 201610299120A CN 106052988 A CN106052988 A CN 106052988A
Authority
CN
China
Prior art keywords
damping
oil film
guide rail
hydrostatic slideway
identification
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
CN201610299120.5A
Other languages
Chinese (zh)
Inventor
颜凌云
武鹏飞
先柯桦
陈秀梅
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.)
Sichuan College of Architectural Technology
Original Assignee
Sichuan College of Architectural Technology
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 Sichuan College of Architectural Technology filed Critical Sichuan College of Architectural Technology
Priority to CN201610299120.5A priority Critical patent/CN106052988A/en
Publication of CN106052988A publication Critical patent/CN106052988A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M7/00Vibration-testing of structures; Shock-testing of structures
    • G01M7/02Vibration-testing by means of a shake table

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Machine Tool Units (AREA)

Abstract

The present invention discloses a system and method of identifying oil film rigidity and damping of a hydrostatic pressure guide rail. The system comprises a vibration test experiment table, a guide rail, a pressure plate and a sliding table, the guide rail is placed on the vibration test experiment table, the sliding table is arranged on the guide rail via the pressure plate, and an acceleration sensor is arranged on the pressure plate. The system also comprises an analysis system and an exciting hammer, the exciting hammer is connected with the analysis system, and the analysis system is connected with the acceleration sensor. According to the present invention, the exciting hammer is used to knock the sliding table, the acceleration sensor acquires an output signal of the pressure plate and transmits the signal to the analysis system, and the calculation of the rigidity, the viscous damping and a structural damping matrix of a hydrostatic pressure guide rail oil film combining part is realized in the analysis system; the exciting hammer is used to knock the guide rail to form a broadband excitation signal, and the rigidity and damping parameters of the hydrostatic pressure guide rail combining part are identified by an improved frequency response function method and a discrete method, so that the system and the method have the advantages of fast in identification speed and high in identification precision.

Description

A kind of identification hydrostatic slideway oil film rigidity, the system and method for damping
Technical field
The present invention relates to the fields such as hydrostatic slideway technology, specifically, be a kind of identification hydrostatic slideway oil film Rigidity, the system and method for damping.
Background technology
Lathe, as manufacturing machine-tool, is the foundation stone of Manufacturing Technology Development progress.The rigidity of machine tool joints with Damping occupies the biggest proportion in lathe global stiffness and total damping, will accurately set up the kinetic model of complete machine tool, and key is just It is to obtain joint portion rigidity, damping parameter the most accurately.Research shows, it is the most firm that machine tool joints rigidity accounts for lathe 60% the 80% of degree, joint portion damping accounts for the 90% of lathe total damping, thus, the research of machine tool joints is always for scientific research Personnel are paid close attention to.But, the research of current people primarily focuses on joint portion in the rigidity of oil-free situation, damping parameter identification, And hydrostatic slideway joint portion is flooded with a layer thickness very thin oil film at some tens of pm, its joint portion rigidity, damping ginseng Number has totally different difference with traditional direct contact type joint portion.
Existing joint portion rigidity, damping parameter identification are typically the version according to joint portion, join condition, typical case The conditions such as operating mode, are determined the joint portion simplified model that the quality of equivalence, spring, antivibrator couple, are drawn by Theoretical Calculation.And Due to complicated stressing conditions, the difference of surface microscopic topographic and the rigidity in joint portion, the nonlinear characteristic of damping so that be from It is extremely difficult for obtaining precise characteristics parameter in theory.
Summary of the invention
It is an object of the invention to design a kind of identification hydrostatic slideway oil film rigidity, the system and method for damping, Described system is for realizing identification hydrostatic slideway oil film rigidity, the hardware system of damping, and utilizes power hammer power hammer percussion to lead Rail, forms broadband excitation signal;The described method a kind of frequency response function method by improvement, and apply discrete method The rigidity of identification hydrostatic slideway joint portion, damping parameter, have identification speed fast, the advantage that identification precision is high.
The present invention is achieved through the following technical solutions: a kind of identification hydrostatic slideway oil film rigidity, the system of damping, bag Including vibration experiments platform, guide rail, pressing plate, slide unit, guide rail is placed in above vibration experiments platform, and slide unit is arranged on by pressing plate On guide rail, pressing plate is provided with acceleration transducer;Also including analysis system and power hammer, power hammer is connected in analysis system, Analysis system is connected with acceleration transducer.
Further the most described system, it is possible to utilize guide rail and pressing plate to form U-shaped cavity, and will The two ends of slide unit are arranged in U-shaped cavity, it is simple to slide unit can slide, especially in the U-shaped cavity that pressing plate and guide rail are formed Use following set-up mode: described pressing plate is arranged on guide rail, and pressing plate forms a pair U-shaped cavity with guide rail, described slide unit Two ends are respectively placed in the U-shaped cavity that pressing plate and guide rail are formed;For pressing plate and guide rail can be made well to fix, thus form U Type cavity, described pressing plate is bolted to connection on guide rail.
Further the most described system, it is possible to enable the slide unit position being placed in U-shaped cavity For storing hydraulic oil, operationally, by the pressure oil of certain pressure in oil pocket, slide unit floats over the oil film that hydraulic oil is formed On, slide unit does not contacts with guide rail, makes slide unit be in state of liquid friction, uses following set-up mode especially: be placed in U-shaped cavity The position of the described slide unit contacted with guide rail and pressing plate respectively is provided with oil pocket, and is provided with hydraulic oil in oil pocket, described During system work, slide unit floats on the oil film that hydraulic oil is formed.
Further the most described system, it is possible to be convenient for the detection of acceleration, use especially Following set-up mode: described acceleration transducer is 4 and rectangular is arranged on pressing plate.
Further the most described system, it is possible to the acceleration information gathered is analyzed, To realize identification hydrostatic slideway oil film rigidity, the purpose of damping, the following set-up mode of employing especially: described analysis system Inside being provided with interconnective data collection and analysis instrument and data handling machine, data collection and analysis instrument is hammered into shape with power respectively and adds Velocity sensor is connected.
Use a kind of identification hydrostatic slideway oil film rigidity, the system of damping realizes a kind of identification hydrostatic slideway oil Film rigidity, the method for damping, the power hammer of employing taps slide unit, and collects, by acceleration transducer, the signal that pressing plate is exported, and Transmit to analysis system, in analysis system, realize the rigidity to hydrostatic slideway oil film joint portion, viscous damping, structure The calculating of damping matrix.
Further the most described method, the especially following set-up mode of employing: described identification liquid Hydrostatic slideway oil film rigidity, the method for damping include step in detail below:
1) connect identification hydrostatic slideway oil film rigidity, the system of damping: by the output interface of acceleration transducer and The output interface of power hammer is connected with data collection and analysis instrument, and data collection and analysis instrument is connected with data handling machine;
2) acceleration transducer is laid: for being tested data accurately, when degree of being accelerated sensor is arranged, will add On the pressing plate of the surface that velocity sensor is arranged on oil pocket;
3) operating mode during work of simulation hydrostatic slideway, hammers the surface geometry center repeatedly tapping slide unit into shape by power, Form the vibration of different excited frequency on slide unit, after acceleration transducer acquisition process, obtain different acceleration signals, Data collection and analysis instrument is by gathering and process input wideband power pumping signal when different acceleration signals and power hammer percussion After, it is input in data handling machine, in data handling machine, acceleration responsive is converted to dynamic respond, obtain not With the power-Displacement Transfer Function under excited frequency;
4) using the software for calculation program on data handling machine, complete hydrostatic slideway oil film joint portion is firm Degree, viscous damping, the calculating of structural damping matrix.
Further the most described method, the especially following set-up mode of employing: described step 3) bag Include step in detail below:
3-1) tapped the geometric center on slide unit surface by power hammer so that pressing plate forms the vibration of different excited frequency;
3-2) it is arranged on the acceleration transducer above oil pocket and gathers the vibration information formed after slide unit stress hammer taps, And the vibration information of non electrical quantity is converted to the acceleration output signal of correspondence;
Input wideband power when 3-3) data collection and analysis instrument gathers acceleration output signal and power hammer percussion respectively encourages Signal after being filtered, changing, obtains acceleration output data, acceleration then exports data and reaches data and process and calculate In machine, acceleration is exported data by data handling machine and is converted to displacement output data;
3-4) export data according to displacement, data handling machine obtains hydrostatic slideway in different excited frequencies Under power-Displacement Transfer Function.
Further the most described method, the especially following set-up mode of employing: described step 4) tool Body is: after obtaining the power-Displacement Transfer Function under different excited frequency, i.e. understand the real part G of transmission functionR(ω), imaginary part GI (ω) then complete calculated as below by the software for calculation program on data handling machine:
(1) according to formulaCalculate and obtain not M under same frequency1(ω)、M2(ω) value;
(2) according to formula :-ωi 2·M·M1i)+K·M1i)=I ... ... formula 2,
Wherein M, K, C, D are matrix format, M1i)、M2i) It is ω for excited frequencyiTime value;
HaveWherein k=1,2,3 ...;N=1,2,3 ...;
(3) write formula 2 as overall format, then had:
Be converted to Equation form has:
(4) equation group 1 one has n equation of k, containing two unknown quantitys in each equation, therefore at each equation In bring ω intoiWith ω(i+1)And the M of correspondence1i)、M2i)、M1(i+1))、M2(i+1)), it is possible to obtain in equation Unknown quantityWithThus obtain excited frequency at ωiWith ω(i+1)It Between time mass matrix M and stiffness matrix K;
(5) write formula 3 as overall format, then had:
Be converted to equation form, then have:
(6) equation group 2 one has n equation of k, containing two unknown quantitys in each equation, equally in each equation Bring ω intoiWith ω(i+1)And the M of correspondence1i)、M2i)、M1(i+1))、M2(i+1)), it is possible to obtain in equation not The amount of knowingThus obtain excited frequency at ωiWith ω(i+1)Between time Viscous damping matrix C and structural damping matrix D.
The present invention compared with prior art, has the following advantages and beneficial effect:
System of the present invention is for realizing identification hydrostatic slideway oil film rigidity, the hardware system of damping, and utilizes Power hammer power hammer taps guide rail, forms broadband excitation signal;The described method a kind of frequency response function method by improvement, and should Coming the rigidity of identification hydrostatic slideway joint portion, damping parameter by discrete method, have identification speed fast, identification precision is high Advantage.
When the present invention works, by the pressure oil of certain pressure in oil pocket, slide unit floats on the oil film that hydraulic oil is formed, Slide unit does not contacts with guide rail, makes slide unit be in state of liquid friction.
The present invention, by the improvement to frequency response function method, has been derived from a kind of test according to Modal Test and has drawn The imaginary part of system frequency response function and real part, so that it may quickly determine the hydrostatic slideway rigidity square at whole frequency range Battle array, viscous damping matrix, structural damping matrix and the method for mass matrix.
The present invention, in view of the damping of hydrostatic slideway joint portion and the nonlinear characteristic of rigidity, uses linearizing method Can get the stiffness matrix under a certain excited frequency, viscous damping matrix, structural damping matrix and mass matrix.
The inventive method simple and fast, it is not necessary to use extra equipment, applies MATLAB software, to mode test result Carry out computational analysis, so that it may quickly obtain hydrostatic slideway joint portion stiffness matrix, viscous damping matrix, structural damping matrix And mass matrix.
Accompanying drawing explanation
Fig. 1 is present configuration figure.
Fig. 2 is track system configuration figure of the present invention.
Fig. 3 is the method for the invention simplified pinciple figure.
Fig. 4 is acceleration transducer schematic layout diagram of the present invention.
Fig. 5 is hydrostatic slideway h11 amplitude-versus-frequency curve.
Fig. 6 is hydrostatic slideway h22 amplitude-versus-frequency curve.
Fig. 7 is hydrostatic slideway h33 amplitude-versus-frequency curve.
Fig. 8 is hydrostatic slideway h44 amplitude-versus-frequency curve.
Wherein, 1-guide rail, 2-oil pocket, 3-pressing plate, 4-slide unit, 5-vibration experiments platform, 6-power hammer, 7-data acquisition divides Analyzer, 8-data handling machine, 9-acceleration transducer, 10-U type cavity.
Detailed description of the invention
Below in conjunction with embodiment, the present invention is described in further detail, but embodiments of the present invention are not limited to this.
Embodiment 1:
A kind of identification hydrostatic slideway oil film rigidity, the system of damping, be used for realizing identification hydrostatic slideway oil film Rigidity, the hardware system of damping, and utilize power hammer power hammer to tap guide rail, form broadband excitation signal, as shown in Figure 1, Figure 2, Fig. 3, Fig. 4 Shown in, it being specifically arranged to following structure: include vibration experiments platform (5), guide rail 1, pressing plate 3, slide unit 4, guide rail 1 is placed in vibration Above test experimental bed 5, slide unit 4 is arranged on guide rail 1 by pressing plate 3, is provided with acceleration transducer 9 on pressing plate 3;Also wrap Including analysis system and power hammer 6, power hammer 6 is connected in analysis system, and analysis system is connected with acceleration transducer 9.
Embodiment 2:
The present embodiment is to optimize further on the basis of above-described embodiment, as shown in Figure 1, Figure 2, Figure 3, Figure 4, further The most described system, it is possible to utilize guide rail and pressing plate to form U-shaped cavity, and the two ends of slide unit arranged In U-shaped cavity, it is simple to slide unit can slide in the U-shaped cavity that pressing plate and guide rail are formed, use the following side of setting especially Formula: described pressing plate 3 is arranged on guide rail 1, and pressing plate 3 forms a pair U-shaped cavity 10 with guide rail 1, the two ends of described slide unit 4 are respectively It is placed in the U-shaped cavity 10 that pressing plate 3 and guide rail 1 are formed;For pressing plate 3 and guide rail 1 can be made well to fix, thus formed U-shaped Cavity 10, described pressing plate 3 is bolted to connection on guide rail 1.
Embodiment 3:
The present embodiment is to optimize further on the basis of any of the above-described embodiment, as shown in Figure 1, Figure 2, Figure 3, Figure 4, enters The most described system of one step, it is possible to make the slide unit position being placed in U-shaped cavity can be used in storing liquid Force feed, operationally, by the pressure oil of certain pressure in oil pocket, slide unit float over hydraulic oil formed oil film on, slide unit with Guide rail does not contacts, and makes slide unit be in state of liquid friction, uses especially following set-up mode: be placed in U-shaped cavity 10 respectively with The position of the described slide unit 4 that guide rail 1 and pressing plate 3 contact is provided with oil pocket 2, and is provided with hydraulic oil in oil pocket 2, described system During system work, slide unit 4 floats on the oil film that hydraulic oil is formed.
Embodiment 4:
The present embodiment is to optimize further on the basis of any of the above-described embodiment, as shown in Figure 1, Figure 2, Figure 3, Figure 4, enters The most described system of one step, it is possible to be convenient for the detection of acceleration, uses the following side of setting especially Formula: described acceleration transducer 9 is 4 and rectangular is arranged on pressing plate 3.
Embodiment 5:
The present embodiment is to optimize further on the basis of any of the above-described embodiment, as shown in Figure 1, Figure 2, Figure 3, Figure 4, enters The most described system of one step, it is possible to the acceleration information gathered is analyzed, in order to realize distinguishing Know hydrostatic slideway oil film rigidity, the purpose of damping, use following set-up mode especially: in described analysis system, be provided with phase The data collection and analysis instrument 7 connected and data handling machine 8, data collection and analysis instrument 7 passes with power hammer 6 and acceleration respectively Sensor 9 is connected.
Embodiment 6:
Use a kind of identification hydrostatic slideway oil film rigidity, the system of damping realizes a kind of identification hydrostatic slideway oil Film rigidity, the method for damping, as shown in Figure 1, Figure 2, Figure 3, Figure 4, use power hammer 6 percussion slide unit 4, and pass through acceleration transducer 9 collect the signal that pressing plate 3 is exported, and transmit to analysis system, realize hydrostatic slideway oil film in analysis system The rigidity of joint portion, viscous damping, the calculating of structural damping matrix.
Embodiment 7:
The present embodiment is to optimize further on the basis of above-described embodiment, as shown in Figure 1, Figure 2, Figure 3, Figure 4, further The most described method, use especially following set-up mode: described identification hydrostatic slideway oil film is firm Spend, the method for damping includes step in detail below:
1) connect identification hydrostatic slideway oil film rigidity, the system of damping: by the output interface of acceleration transducer 9 and The output interface of power hammer 3 is connected with data collection and analysis instrument 7, and data collection and analysis instrument 7 is connected with data handling machine 8;
2) acceleration transducer 9 is laid: for being tested data accurately, when degree of being accelerated sensor 9 is arranged, will Acceleration transducer 9 is arranged on the pressing plate 3 of the surface of oil pocket 2;
3) operating mode during work of simulation hydrostatic slideway, hammers the surface geometry center of more than 6 percussion slide unit 4 into shape by power, Slide unit 4 is formed the vibration of different excited frequency, after acceleration transducer acquisition process, obtains different acceleration letters Number, data collection and analysis instrument 7 is encouraged by input wideband power when gathering and process different acceleration signals and power hammer 6 percussion After signal, it is input in data handling machine 8, in data handling machine 8, acceleration responsive is converted to dynamic respond, Obtain the power-Displacement Transfer Function under different excited frequency;
4) use the software for calculation program on data handling machine 8, complete hydrostatic slideway oil film joint portion Rigidity, viscous damping, the calculating of structural damping matrix.
Embodiment 8:
The present embodiment is to optimize further on the basis of embodiment 6 or 7, as shown in Figure 1, Figure 2, Figure 3, Figure 4, further The most described method, use especially following set-up mode: described step 3) include step in detail below:
3-1) by the geometric center on power hammer 6 percussion slide unit 4 surface so that pressing plate 3 forms the vibration of different excited frequency;
3-2) it is arranged on the vibration formed after the acceleration transducer 9 above oil pocket 2 gathers slide unit 4 stress hammer 6 percussion Information, and the vibration information of non electrical quantity is converted to the acceleration output signal of correspondence;
Input wideband power when 3-3) data collection and analysis instrument 7 gathers acceleration output signal and power hammer 6 percussion respectively swashs After encouraging signal and being filtered, change, obtain acceleration output data, then acceleration is exported data and reaches data and process meter In calculation machine 8, acceleration is exported data by data handling machine 8 and is converted to displacement output data;
3-4) export data according to displacement, data handling machine 8 obtains hydrostatic slideway at different exciting frequencies Power-Displacement Transfer Function under rate.
Embodiment 9:
The present embodiment is to optimize further on the basis of embodiment 6 or 7 or 8, as shown in Figure 1, Figure 2, Figure 3, Figure 4, enters The most described method of one step, the especially following set-up mode of employing: described step 4) particularly as follows: obtain not After the power-Displacement Transfer Function under excited frequency, i.e. understand the real part G of transmission functionR(ω), imaginary part GI(ω) then pass through Software for calculation program on data handling machine 8 completes calculated as below:
(1) according to formulaCalculate and obtain not M under same frequency1(ω)、M2(ω) value;
(2) according to formula :-ωi 2·M·M1i)+K·M1i)=I ... ... formula 2,
Wherein M, K, C, D are matrix format, M1i)、M2i) It is ω for excited frequencyiTime value;
HaveWherein k=1,2,3 ...;N=1,2,3 ...;
(3) write formula 2 as overall format, then had:
Be converted to Equation form has:
(4) equation group 1 one has n equation of k, containing two unknown quantitys in each equation, therefore at each equation In bring ω intoiWith ω(i+1)And the M of correspondence1i)、M2i)、M1(i+1))、M2(i+1)), it is possible to obtain in equation Unknown quantityWithThus obtain excited frequency at ωiWith ω(i+1)It Between time mass matrix M and stiffness matrix K;
(5) write formula 3 as overall format, then had:
Be converted to equation form, then have:
(6) equation group 2 one has n equation of k, containing two unknown quantitys in each equation, equally in each equation Bring ω intoiWith ω(i+1)And the M of correspondence1i)、M2i)、M1(i+1))、M2(i+1)), it is possible to obtain in equation not The amount of knowingThus obtain excited frequency at ωiWith ω(i+1)Between time Viscous damping matrix C and structural damping matrix D;
M is hydrostatic slideway mass matrix;C is viscous damping matrix;D is structural damping matrix;K is that fluid pressure is led Rail stiffness matrix.
Embodiment 10:
The present embodiment is to optimize further on the basis of embodiment 6-9 any embodiment, as shown in Figure 1, Figure 2, Fig. 3, Fig. 4 institute Show, a kind of identification hydrostatic slideway oil film rigidity, the method for damping:
(1) hydrostatic slideway integral damping includes viscous damping and structural damping, and wherein viscous damping is mainly by oil film Parameter determines, structural damping is then determined by guide material itself, sets up the vibration equation of hydrostatic slideway according to stress condition, As follows:
Mx (t)+Cx (t)+(K+jD) x (t)=f (t) ... equation 4;
In formula, M is hydrostatic slideway mass matrix;C is viscous damping matrix;D is structural damping matrix;K is liquid Hydrostatic slideway stiffness matrix;X (t) is time m-displacement function during hydrostatic slideway vibration;F (t) is hydrostatic slideway The time m-force function born, and
(2) equation 4 is done Laplace transformation, has:
(-ω2M+K) X (ω)+j (ω C+D) X (ω)=F (ω) ... equation 5;
Formula 6 is obtained as follows after equation 2 is arranged:
Take M1(ω)=(-ω2M+K)-1... ... formula 7,
M2(ω)=(-ω2M+K)-1(ω C+D)=M1(ω) (ω C+D) ... formula 8,
Have after arrangement: (I+jM2(ω)) X (ω)=M1(ω) F (ω) ... formula 9;
(3) have according to the concept of control theory transmission function:
Have after formula 10 is arranged: X (ω)=G (ω) F (ω) ... ... ... ... ... ... formula 11;
According to known, it is understood that transmission function includes real part and imaginary part, then formula 11 can be write as:
X (ω)=(GR(ω)+jGI(ω)) F (ω) ... ... formula 12;
In formula, GR(ω) the real part part of transmission function, G are representedI(ω) the imaginary part part of transmission function is represented.
(4) observe formula 9 and formula 12, find that two formulas have parameter X (ω), F (ω), bring formula 12 into formula 9 In, X (ω), F (ω) can be eliminated simultaneously:
GR(ω)-M2(ω)GI(ω)+j(M2(ω)GR(ω)+GI(ω))=M1(ω) ... ... ... ... formula 13;
M is only had on the right of formula 131, and M (ω)1(ω) it is real number, so formula 13 left side imaginary part sum is necessarily zero, therefore Have:
In formula 1, the right is real part and the imaginary part of ssystem transfer function, can draw different exciting by experimental test procedures After real part under frequencies omega and imaginary part, it is calculated M1(ω)、M2(ω)。
(5) by the M in (two) step1(ω)、M2(ω) transform format has:
M in formula 141(ω)、M2(ω) passed through (four) to calculate, and known excited frequency ω, then according to linear Change principle, take ω and (ω+Δ ω), the hydrostatic slideway stiffness matrix under this excited frequency and damping square can be calculated Battle array.
1) laying of sensor, the measurement sensor laid in application is the most, and the result of identification more can reflect the dynamic of system Step response, but too much sensor, not only workload is huge, makes test process complicated, and also can result in measuring accuracy Decline, therefore, in this method is applied, lay four acceleration sensings altogether on slide unit 4 above the oil pocket 2 of four rectangles Device 9, in test by the transfer function matrix on acquisition 4 × 4 rank.Use Cera Flava that acceleration transducer 9 and slide unit 4 are carried out even Connect, use acceleration transducer (three-dimensional acceleration transducer) the response signal of guide rail to be acquired, to adding during subsequent treatment Rate signal carries out twice integration just can obtain the vibration displacement signal at this position.
2) selection this method of impacting point makes firmly to hammer 6 into shape and taps in slide unit 4 upper surface geometric center, input wideband with Machine signal, encourages guide rail.
3) method of testing, impulse excitation test uses single point excitation, the method for more points collection, and bed knife hammers impacting point into shape, no Offset moves the position of three-dimensional acceleration transducer.In testing experiment, in order to reduce error, use and repeatedly trigger in same point, The method averaged is to calculate final frequency response function.Test carries out four groups of percussions altogether, taps every time and obtains frequency response letter The string of matrix number, finally obtains the transfer function matrix on 4 × 4 rank.
4) this test of testing equipment uses Germany M+P company Dytran3032A three-dimensional acceleration transducer, Vibpilot Dynamic test carries out Data acquisition and issuance with analyzing software.Test frequency avoids poor low of acceleration transducer measuring accuracy Frequency range, and contain the operating frequency of lathe, choosing test frequency range is 50Hz~600Hz.
5) identification result, according to formula 11,12, application MATLAB software programming algorithm is to hydrostatic slideway joint portion Structural parameters carry out identification.In identification algorithm, two angular frequencies of input 50Hz~1000Hz scope, guide rail can be obtained Mass matrix M, stiffness matrix K, viscous damping matrix C, structural damping D.In view of hydrostatic slideway joint portion rigidity, damping Non-linear, use Linearization Principle, take ω, ω+Δ ω and calculate dynamic characteristic parameter, in use, employing three-dimensional acceleration Sensor, has finally been calculated the stiffness matrix in tri-directions of X, Y, Z, viscous damping matrix, structural damping matrix and quality Matrix.As shown in table 1, table 2, table 3.
Under table 1 different frequency, hydrostatic slideway X is to characterisitic parameter
Hydrostatic slideway Y-direction characterisitic parameter under table 2 different frequency
Hydrostatic slideway Z-direction characterisitic parameter under table 3 different frequency
The above, be only presently preferred embodiments of the present invention, and the present invention not does any pro forma restriction, every depends on Any simple modification of being made above example according to the technical spirit of the present invention, equivalent variations, each fall within the protection of the present invention Within the scope of.

Claims (9)

1. an identification hydrostatic slideway oil film rigidity, the system of damping, it is characterised in that: include vibration experiments platform (5), guide rail (1), pressing plate (3), slide unit (4), guide rail (1) be placed in vibration experiments platform (5) top, slide unit (4) passes through pressing plate (3) it is arranged on guide rail (1), pressing plate (3) is provided with acceleration transducer (9);Also include analysis system and power hammer (6), Power hammer (6) is connected in analysis system, and the system of analysis is connected with acceleration transducer (9).
A kind of identification hydrostatic slideway oil film rigidity the most according to claim 1, the system of damping, it is characterised in that: Described pressing plate (3) is arranged on guide rail (1), and pressing plate (3) forms a pair U-shaped cavity (10), described slide unit (4) with guide rail (1) Two ends be respectively placed in the U-shaped cavity (10) that pressing plate (3) and guide rail (1) are formed.
A kind of identification hydrostatic slideway oil film rigidity the most according to claim 2, the system and method for damping, its feature It is: the position of the described slide unit (4) contacted with guide rail (1) and pressing plate (3) respectively in being placed in U-shaped cavity (10) is provided with oil Chamber (2), and it is provided with hydraulic oil in oil pocket (2).
4. according to a kind of identification hydrostatic slideway oil film rigidity, the system of damping and the side described in any one of claim 1-3 Method, it is characterised in that: described acceleration transducer (9) is 4 and rectangular is arranged on pressing plate (3).
5. according to a kind of identification hydrostatic slideway oil film rigidity, the system of damping and the side described in any one of claim 1-3 Method, it is characterised in that: it is provided with interconnective data collection and analysis instrument (7) and data handling machine in described analysis system (8), data collection and analysis instrument (7) is connected with power hammer (6) and acceleration transducer (9) respectively.
6. use a kind of identification hydrostatic slideway oil film rigidity described in any one of claim 1-5, the system of damping realizes A kind of identification hydrostatic slideway oil film rigidity, the method for damping, it is characterised in that: use power hammer (6) to tap slide unit (4), and Collect, by acceleration transducer (9), the signal that pressing plate (3) is exported, and transmit to analysis system, real in analysis system Now to the rigidity of hydrostatic slideway oil film joint portion, viscous damping, the calculating of structural damping matrix.
A kind of identification hydrostatic slideway oil film rigidity the most according to claim 6, the method for damping, it is characterised in that: Described identification hydrostatic slideway oil film rigidity, the method for damping include step in detail below:
1) identification hydrostatic slideway oil film rigidity, the system of damping are connected: by output interface and the power of acceleration transducer (9) The output interface of hammer (3) is connected with data collection and analysis instrument (7), and data collection and analysis instrument (7) is with data handling machine (8) even Connect;
2) acceleration transducer (9) is laid: for being tested data accurately, when degree of being accelerated sensor (9) is arranged, will Acceleration transducer (9) is arranged on the pressing plate (3) of the surface of oil pocket (2);
3) operating mode during work of simulation hydrostatic slideway, repeatedly taps the surface geometry center of slide unit (4) by power hammer (6), In the upper vibration forming different excited frequency of slide unit (4), after acceleration transducer acquisition process, obtain different acceleration Signal, data collection and analysis instrument (7) is by gathering and process input wideband when different acceleration signals and power hammer (6) percussion After power pumping signal, it is input in data handling machine (8), in data handling machine (8), acceleration responsive is changed For dynamic respond, obtain the power-Displacement Transfer Function under different excited frequency;
4) using the software for calculation program on data handling machine (8), complete hydrostatic slideway oil film joint portion is firm Degree, viscous damping, the calculating of structural damping matrix.
A kind of identification hydrostatic slideway oil film rigidity the most according to claim 7, the method for damping, it is characterised in that: Described step 3) include step in detail below:
3-1) tapped the geometric center on slide unit (4) surface by power hammer (6) so that pressing plate (3) forms shaking of different excited frequency Dynamic;
Formed after 3-2) being arranged on acceleration transducer (9) collection slide unit (4) stress hammer (6) percussion of oil pocket (2) top Vibration information, and the vibration information of non electrical quantity is converted to the acceleration output signal of correspondence;
Input wideband power when 3-3) data collection and analysis instrument (7) gathers acceleration output signal and power hammer (6) percussion respectively swashs After encouraging signal and being filtered, change, obtain acceleration output data, then acceleration is exported data and reaches data and process meter In calculation machine (8), acceleration is exported data by data handling machine (8) and is converted to displacement output data;
3-4) export data according to displacement, data handling machine (8) obtains hydrostatic slideway in different excited frequencies Under power-Displacement Transfer Function.
A kind of identification hydrostatic slideway oil film rigidity the most according to claim 8, the method for damping, it is characterised in that: Described step 4) particularly as follows: after power-Displacement Transfer Function of obtaining under different excited frequency, i.e. understand the real part G of transmission functionR (ω), imaginary part GI(ω) then complete calculated as below by the software for calculation program on data handling machine (8):
(1) according to formulaCalculate and obtain different frequency M under rate1(ω)、M2(ω) value;
(2) according to formula :-ωi 2·M·M1i)+K·M1i)=I ... ... formula 2,
Wherein M, K, C, D are matrix format, M1i)、M2i) it is sharp Vibration frequency is ωiTime value;
HaveWherein k=1,2,3 ...;N=1,2,3 ...;
K = K 11 K 12 ... K 1 n K 21 K 22 ... K 2 n . . ... . . . ... . K k 1 . ... K k n ;
C = C 11 C 12 ... C 1 n C 21 C 22 ... C 2 n . . ... . . . ... . C k 1 . ... C k n ;
D = D 11 D 12 ... D 1 n D 21 D 22 ... D 2 n . . ... . . . ... . D k 1 . ... D k n ;
(3) write formula 2 as overall format, then had:
Be converted to equation lattice Formula has:
(4) equation group 1 one has n equation of k, containing two unknown quantitys in each equation, therefore carry in each equation Enter ωiWith ω(i+1)And the M of correspondence1i)、M2i)、M1(i+1))、M2(i+1)), it is possible to obtain the unknown in equation AmountWithThus obtain excited frequency at ωiWith ω(i+1)Between time Mass matrix M and stiffness matrix K;
(5) write formula 3 as overall format, then had:
M 1 ( ω i ) M 2 ( ω i ) · ( ω i · C 11 C 12 ... C 1 n C 21 C 22 ... C 2 n . . ... . . . ... . C k 1 . ... C k n + D 11 D 12 ... D 1 n D 21 D 22 ... D 2 n . . ... . . . ... . D k 1 . ... D k n ) = I
Be converted to equation form, then have:
(6) equation group 2 one has n equation of k, containing two unknown quantitys in each equation, brings into equally in each equation ωiWith ω(i+1)And the M of correspondence1i)、M2i)、M1(i+1))、M2(i+1)), it is possible to obtain the unknown quantity in equationThus obtain excited frequency at ωiWith ω(i+1)Between time viscous Property damping matrix C and structural damping matrix D.
CN201610299120.5A 2016-05-06 2016-05-06 System and method of identifying oil film rigidity and damping of hydrostatic pressure guide rail Pending CN106052988A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610299120.5A CN106052988A (en) 2016-05-06 2016-05-06 System and method of identifying oil film rigidity and damping of hydrostatic pressure guide rail

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610299120.5A CN106052988A (en) 2016-05-06 2016-05-06 System and method of identifying oil film rigidity and damping of hydrostatic pressure guide rail

Publications (1)

Publication Number Publication Date
CN106052988A true CN106052988A (en) 2016-10-26

Family

ID=57176140

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610299120.5A Pending CN106052988A (en) 2016-05-06 2016-05-06 System and method of identifying oil film rigidity and damping of hydrostatic pressure guide rail

Country Status (1)

Country Link
CN (1) CN106052988A (en)

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1019657A (en) * 1996-07-02 1998-01-23 Mitsubishi Heavy Ind Ltd Exciting force estimating device
US6813927B1 (en) * 1999-07-30 2004-11-09 Carter Holt Harvey Limited Log testing apparatus
CN102183363A (en) * 2010-12-30 2011-09-14 南京理工大学 Dynamic characteristic parameter test device and method of sliding guide rail junction surface
CN103076148A (en) * 2013-01-04 2013-05-01 常州万安汽车部件科技有限公司 Drop test dual-four-degree-of-freedom half vehicle model-based vehicle parameter identification method
CN103335843A (en) * 2013-06-20 2013-10-02 上海大学 Oil film stiffness and damping testing method based on experimental table of slide bearings
CN103884482A (en) * 2012-12-21 2014-06-25 珠海格力电器股份有限公司 Vibration testing method and system based on compressor
KR101420519B1 (en) * 2012-10-31 2014-07-16 영남대학교 산학협력단 Device and Method for Measuring dynamic characteristic of air bearing
CN104897354A (en) * 2015-06-23 2015-09-09 中国航空工业集团公司西安飞机设计研究所 Testing device and testing method for aircraft engine vibration isolator rigidity and damping
CN205580698U (en) * 2016-05-06 2016-09-14 四川建筑职业技术学院 System for distinguish fluid pressure guide rail oil film rigidity, damping

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1019657A (en) * 1996-07-02 1998-01-23 Mitsubishi Heavy Ind Ltd Exciting force estimating device
US6813927B1 (en) * 1999-07-30 2004-11-09 Carter Holt Harvey Limited Log testing apparatus
CN102183363A (en) * 2010-12-30 2011-09-14 南京理工大学 Dynamic characteristic parameter test device and method of sliding guide rail junction surface
KR101420519B1 (en) * 2012-10-31 2014-07-16 영남대학교 산학협력단 Device and Method for Measuring dynamic characteristic of air bearing
CN103884482A (en) * 2012-12-21 2014-06-25 珠海格力电器股份有限公司 Vibration testing method and system based on compressor
CN103076148A (en) * 2013-01-04 2013-05-01 常州万安汽车部件科技有限公司 Drop test dual-four-degree-of-freedom half vehicle model-based vehicle parameter identification method
CN103335843A (en) * 2013-06-20 2013-10-02 上海大学 Oil film stiffness and damping testing method based on experimental table of slide bearings
CN104897354A (en) * 2015-06-23 2015-09-09 中国航空工业集团公司西安飞机设计研究所 Testing device and testing method for aircraft engine vibration isolator rigidity and damping
CN205580698U (en) * 2016-05-06 2016-09-14 四川建筑职业技术学院 System for distinguish fluid pressure guide rail oil film rigidity, damping

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
《机械设计手册》编委会: "《机械设计手册 单行本 机械振动和噪声》", 31 August 2007 *
刘一磊: "超精密机床液体静压导轨静动态特性分析及模态参数识别", 《中国优秀硕士学位论文全文数据库 工程科技I辑》 *
张力等: "《机械振动实验与分析》", 31 December 2013, 清华大学出版社 *

Similar Documents

Publication Publication Date Title
Viana da Fonseca et al. A framework interpreting bender element tests, combining time-domain and frequency-domain methods
CN103063274B (en) Piezoelectric transducer downhole liquid level measuring instrument
Camacho-Tauta et al. Time and frequency domain evaluation of bender element systems
CN103852575B (en) Method and device for continuously detecting compactness of asphalt concrete pavement
Hardin et al. Apparatus for vibration of soil specimens during the triaxial test
CN107436208B (en) A kind of fully analytical model modeling method of condenser type wall shear stress sensor probe
CN104777054A (en) Method for identifying parameters of resonant fatigue crack propagation test vibration system based on soft sensing technology
CN107391818A (en) A kind of Vibrating modal parameters recognition methods based on state observer
CN101358894A (en) Traceable calibration method and calibration device for dynamic characteristic of big pressure sensor
CN202975167U (en) Test system for synchronously measuring and reading resistivity irregular factor in consolidation experiment
CN102353576B (en) Small-size test device for mechanical and electrical coupling characteristics
CN102252746B (en) Big-damping-ratio-based double parameter speed and acceleration output vibration pickup
CN107121271B (en) Experimental method for identifying foundation modal parameters of heavy machine tool foundation
CN106217130A (en) Milling cutter state on_line monitoring and method for early warning during complex surface machining
CN201653999U (en) Intelligent ultrasonic transverse wave and longitudinal wave comprehensive tester
CN105929201A (en) Structural parameter identification method for dynamic model of accelerometer based on refined spectrum analysis
CN107631949A (en) A kind of plate Anisotropic Plastic parameter identification method based on single cone press-in
Szilvágyi et al. Soil shear modulus from resonant column, torsional shear and bender element tests
CN105004633A (en) Nanowire vertical array based fluid viscosity detection device and detection method
CN202485993U (en) Multi-field coupling loading system for micro-nanometer press-in testing
Zhu et al. Identification of moving loads on an orthotropic plate
CN106197564A (en) A kind of being applicable to identifies the method and system connecting Complexed Prostate Specific Antigen
CN106052988A (en) System and method of identifying oil film rigidity and damping of hydrostatic pressure guide rail
CN102914426A (en) Device and method for testing vibration isolation performance of bellows
CN105675723A (en) Method for obtaining surface contact rigidity based on system characteristic frequency, and detection apparatus thereof

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20161026

RJ01 Rejection of invention patent application after publication