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CN111060272B - A test method for free vibration damping of elevator car - Google Patents

A test method for free vibration damping of elevator car Download PDF

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CN111060272B
CN111060272B CN201911389219.4A CN201911389219A CN111060272B CN 111060272 B CN111060272 B CN 111060272B CN 201911389219 A CN201911389219 A CN 201911389219A CN 111060272 B CN111060272 B CN 111060272B
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wire rope
car
elevator
free vibration
elevator car
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CN111060272A (en
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薛江红
许�鹏
彭启凤
李善倾
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Shanghai Hanby Testing Technology Co ltd
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Jinan University
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    • 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

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Abstract

本发明公开了一种电梯轿厢自由振动阻尼测试方法,该方法包括下述步骤:采用称重装置测得电梯轿厢质量m,获取单根钢丝绳的弹性模量E,采用游标卡尺测得钢丝绳直径d,计算单根钢丝绳截面积S;计算曳引比i、悬挂钢丝绳根数n;采用激光测距仪及卷尺测得从轿顶至曳引轮切点处的钢丝绳长度l;电梯轿顶设有振动测试仪,电梯空载向下运行至匀速状态时,断电使电梯紧急制动,读取紧急制动后轿厢自由振动的参数,计算对数衰减率δ;计算电梯轿厢自由振动阻尼。本发明通过测量确定电梯钢丝绳‑轿厢系统自由振动时的阻尼,解决了传统计算时仅通过经验来估计阻尼值的局限,提供了测量的准确性。

Figure 201911389219

The invention discloses a free vibration damping test method of an elevator car. The method comprises the following steps: measuring the mass m of the elevator car by using a weighing device, obtaining the elastic modulus E of a single wire rope, and measuring the diameter of the wire rope by using a vernier caliper d. Calculate the cross-sectional area S of a single wire rope; calculate the traction ratio i and the number of suspended wire ropes n; use a laser range finder and a tape measure to measure the wire rope length l from the top of the car to the tangent point of the traction sheave; There is a vibration tester. When the elevator runs down to a constant speed with no load, the power is cut off to make the elevator emergency brake, read the parameters of the free vibration of the car after emergency braking, calculate the logarithmic attenuation rate δ; calculate the free vibration of the elevator car damping. By measuring and determining the damping of the elevator wire rope-car system during free vibration, the invention solves the limitation of estimating the damping value only through experience in traditional calculation, and provides the accuracy of measurement.

Figure 201911389219

Description

Free vibration damping test method for elevator car
Technical Field
The invention relates to the technical field of elevator vibration testing, in particular to a free vibration damping testing method for an elevator car.
Background
When the engineering structure vibrates freely, the amplitude of the vibration is gradually attenuated along with the time due to the damping effect, and finally the vibration is close to zero to stop vibrating.
The elevator acts as a suspension system, the movement of which in the shaft is subject to a damping force, which is a non-negligible factor, for the accurate analysis of the movement of the elevator. However, because damping influence factors are numerous and testing is difficult, damping is rarely considered in traditional elevator vibration research, and analysis result errors are large.
Disclosure of Invention
In order to overcome the defects and shortcomings in the prior art, the invention provides the free vibration damping test method for the elevator car, which can conveniently and quickly test the vibration damping of the elevator steel wire rope-car system in use, so that the vibration characteristic of the elevator car is mastered, the riding comfort of the elevator car is improved, and relevant parameters are provided for improving the energy efficiency of the elevator.
In order to achieve the purpose, the invention adopts the following technical scheme:
the invention provides a free vibration damping measurement method of an elevator car, which comprises the following steps:
adopt weighing device to record elevator car quality m, obtain single wire rope' S elastic modulus E, adopt slide caliper to measure wire rope diameter d, calculate single wire rope sectional area S:
Figure BDA0002344493740000011
calculating a traction ratio i and the number n of suspended steel wire ropes;
measuring the length l of the steel wire rope from the car top to the tangent point of the traction wheel by using a laser range finder and a measuring tape;
a vibration tester is arranged on the top of the elevator car, when the elevator runs downwards in a no-load state to a constant speed state, the power is cut off to make the elevator brake emergently, parameters of free vibration of the car after emergency braking are read, and the logarithmic decrement delta is calculated;
calculating the free vibration damping of the elevator car:
Figure BDA0002344493740000021
wherein c represents the damping value of the free vibration of the elevator car.
As a preferred technical scheme, the calculation formula of the free vibration damping of the elevator car specifically comprises the following steps:
constructing a steel wire rope-car system into a damping spring vibration system;
the differential equation of the free vibration of the system is constructed as follows:
Figure BDA0002344493740000022
in the formula: m is the mass of the elevator car, c is the measured damping coefficient, k is the elastic constant of the elevator steel wire rope, t is time, and x (t) is the displacement of the elevator car along with the change of time;
the elastic constant of the elevator steel wire rope is as follows:
Figure BDA0002344493740000023
in the formula, i represents a traction ratio, n is the number of steel wire ropes, E is the elastic modulus of the steel wire ropes, S is the area of a single steel wire rope, and l is the length of the steel wire rope from the car roof to a tangent point of a traction wheel;
dividing both sides of formula (1) by mass m to obtain:
Figure BDA0002344493740000024
in the formula, ωnIs the natural frequency of an undamped system, i.e.
Figure BDA0002344493740000025
Zeta is damping ratio, and the calculation formula is as follows:
Figure BDA0002344493740000031
the steel wire rope-car system is a damped vibration system, zeta is more than 0 and less than 1, and the solution of equation (1) can be obtained as follows:
Figure BDA0002344493740000032
wherein, ω isdIn order to have the natural frequency of the damping system:
Figure BDA0002344493740000033
wherein, X represents the amplitude of the vibration,
Figure BDA0002344493740000034
the phase of the initial phase is represented,
the damped natural period of a damped vibration system is:
Figure BDA0002344493740000035
according to exponential decay, a logarithmic decay rate delta is adopted to express the natural logarithm of the ratio of two adjacent amplitudes of a natural period, namely:
Figure BDA0002344493740000036
the combined vertical type (2), (5) and (9) are finished to obtain
Figure BDA0002344493740000037
Wherein c represents the damping value of the free vibration of the elevator car.
Compared with the prior art, the invention has the following advantages and beneficial effects:
(1) the invention determines the damping of the free vibration of the elevator steel wire rope-car system by measurement, solves the limitation that the damping value is estimated only by experience in the traditional calculation, can measure corresponding parameters only by carrying out emergency braking operation, is safe and economical to implement, and can be widely applied to the damping measurement of a traction type structure.
Drawings
Fig. 1 is a schematic view of measurement parameters of the elevator car free vibration damping measurement method in the embodiment.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
As shown in fig. 1, the present embodiment provides a method for measuring damping of free vibration of an elevator car, which obtains damping of free vibration of an elevator car by taking relevant parameter measurement into a calculation module, and includes the following measurement steps:
the basic parameters to be measured include: measured by means of weighing devicesThe quality of the elevator car, the performance parameter table are looked up to obtain the elastic modulus of a single steel wire rope, the diameter of the steel wire rope is measured by a vernier caliper, and therefore the sectional area of the single steel wire rope is calculated
Figure BDA0002344493740000041
The traction ratio i, the number n of the suspended steel wire ropes and the free vibration amplitude value are obtained through visual inspection on the car top, related parameters are input into an input module, free vibration damping of the car is obtained through a calculation module according to the following calculation formula, and the free vibration damping is displayed through an output module.
When the elevator car vibrates freely, the brake stably clasps the brake, the traction sheave does not rotate any more, the elevator car is suspended on the traction sheave through the steel wire rope, and at the moment, the steel wire rope-car can be regarded as a vibration system with a damping spring.
The system free vibration differential equation is:
Figure BDA0002344493740000042
in the formula: m is the mass of the elevator car, c is the measured damping coefficient, k is the elastic constant of the elevator steel wire rope, t is time, and x (t) is the displacement of the elevator car along with the change of time;
wherein the elastic constant of the elevator steel wire rope is as follows:
Figure BDA0002344493740000051
in the formula, i represents a traction ratio, n is the number of steel wire ropes, E is the elastic modulus of the steel wire ropes, S is the area of a single steel wire rope, and l is the length of the steel wire rope from the car roof to a tangent point of a traction wheel;
dividing both sides of formula (1) by mass m to obtain:
Figure BDA0002344493740000052
in the formula, ωnIs the natural frequency of an undamped system, i.e.
Figure BDA0002344493740000053
Zeta is damping ratio, and the calculation formula is as follows:
Figure BDA0002344493740000054
the steel wire rope-car system discussed in this embodiment is a damped vibration system, and belongs to the small damping situation in engineering, i.e. 0 < ζ < 1, so the solution of equation (1) can be obtained as follows:
Figure BDA0002344493740000055
wherein ω isdIn order to have the natural frequency of the damping system:
Figure BDA0002344493740000056
x (amplitude) and
Figure BDA0002344493740000057
the (initial phase) is determined by the initial conditions of the elevator car;
according to the physical meaning of the inherent period, the inherent period of the damping system with damping is as follows:
Figure BDA0002344493740000058
the steel wire rope-car system of the embodiment is a damped vibration system, the amplitude of the system is exponentially attenuated in the free vibration process, and the natural logarithm of the ratio of two adjacent amplitudes in a natural period is represented by a logarithmic attenuation rate delta, namely:
Figure BDA0002344493740000061
the combined vertical type (2), (5) and (9) are finished to obtain
Figure BDA0002344493740000062
Wherein: m, i, n, E and S are constants, l is determined by the position of the elevator, and delta can be measured through a free vibration experiment, so that the free vibration damping value of the elevator car at any point can be measured.
The specific measurement steps are as follows:
(1) measuring the mass m of the car by using a weighing device;
(2) visually measuring the traction ratio i and the number n of the steel wire ropes on the car roof;
(3) looking up a performance parameter table to obtain the elastic modulus E of the single steel wire rope;
(4) measuring the diameter d of the steel wire rope by using a vernier caliper so as to calculate the sectional area of a single steel wire rope
Figure BDA0002344493740000063
(5) Measuring the length l of the steel wire rope from the car top to the tangent point of the traction wheel by using a laser range finder and a measuring tape;
(6) firstly, mounting a vibration tester on the top of an elevator car; secondly, the elevator runs downwards to a constant speed state in no-load mode; thirdly, the elevator is emergently braked by power failure; fourthly, reading parameters of free vibration of the car after braking; calculating the natural logarithm delta of the ratio of the two amplitudes;
(7) the measured parameters are substituted into the formula (10) to obtain the free vibration damping of the system.
The embodiment can determine the damping of the free vibration of the elevator steel wire rope-car system through measurement, solves the limitation that the damping value is estimated only through experience in the traditional calculation, can measure corresponding parameters only through emergency braking operation, is safe and economical to implement, and can be widely applied to the damping measurement of a traction type structure.
The above embodiments are preferred embodiments of the present invention, but the present invention is not limited to the above embodiments, and any other changes, modifications, substitutions, combinations, and simplifications which do not depart from the spirit and principle of the present invention should be construed as equivalents thereof, and all such changes, modifications, substitutions, combinations, and simplifications are intended to be included in the scope of the present invention.

Claims (2)

1.一种电梯轿厢自由振动阻尼测量方法,其特征在于,包括下述步骤:1. a method for measuring free vibration damping of elevator car, is characterized in that, comprises the following steps: 采用称重装置测得电梯轿厢质量m,获取单根钢丝绳的弹性模量E,采用游标卡尺测得钢丝绳直径d,计算单根钢丝绳截面积S:
Figure FDA0002344493730000011
Use a weighing device to measure the mass m of the elevator car, obtain the elastic modulus E of a single wire rope, use a vernier caliper to measure the wire rope diameter d, and calculate the cross-sectional area S of a single wire rope:
Figure FDA0002344493730000011
计算曳引比i、悬挂钢丝绳根数n;Calculate the traction ratio i, the number of hanging wire ropes n; 采用激光测距仪及卷尺测得从轿顶至曳引轮切点处的钢丝绳长度l;Use a laser range finder and a tape measure to measure the length l of the wire rope from the top of the car to the tangent point of the traction sheave; 电梯轿顶设有振动测试仪,电梯空载向下运行至匀速状态时,断电使电梯紧急制动,读取紧急制动后轿厢自由振动的参数,计算对数衰减率δ;There is a vibration tester on the top of the elevator car. When the elevator runs down to a constant speed with no load, the power is cut off to make the elevator emergency brake, read the parameters of the free vibration of the car after emergency braking, and calculate the logarithmic decay rate δ; 计算电梯轿厢自由振动阻尼:Calculate the free vibration damping of the elevator car:
Figure FDA0002344493730000012
Figure FDA0002344493730000012
其中,c表示电梯轿厢自由振动阻尼值。Among them, c represents the free vibration damping value of the elevator car.
2.根据权利要求1所述的电梯轿厢自由振动阻尼测量方法,其特征在于,所述电梯轿厢自由振动阻尼的计算公式具体构建步骤为:2. elevator car free vibration damping measurement method according to claim 1, is characterized in that, the specific construction step of the calculation formula of described elevator car free vibration damping is: 将钢丝绳一轿厢系统构建为有阻尼弹簧振动系统;The wire rope-car system is constructed as a damped spring vibration system; 构建系统自由振动微分方程为:The free vibration differential equation of the system is constructed as:
Figure FDA0002344493730000013
Figure FDA0002344493730000013
式中:m为电梯轿厢质量,c为所测阻尼系数,k为电梯钢丝绳弹性常数,t为时间,x(t)为随着时间变化电梯轿厢的位移量;In the formula: m is the mass of the elevator car, c is the measured damping coefficient, k is the elastic constant of the elevator wire rope, t is the time, and x(t) is the displacement of the elevator car with time; 电梯钢丝绳弹性常数为:The elastic constant of the elevator wire rope is:
Figure FDA0002344493730000014
Figure FDA0002344493730000014
式中,i表示曳引比,n为钢丝绳根数,E为钢丝绳弹性模量,S为单根钢丝绳面积,l为从轿顶至曳引轮切点处的钢丝绳长度;In the formula, i is the traction ratio, n is the number of wire ropes, E is the elastic modulus of the wire rope, S is the area of a single wire rope, and l is the length of the wire rope from the top of the car to the tangent point of the traction sheave; 将(1)式两边同时除以质量m得:Divide both sides of (1) by the mass m to get:
Figure FDA0002344493730000021
Figure FDA0002344493730000021
式中,ωn为无阻尼系统的固有频率,即where ω n is the natural frequency of the undamped system, namely
Figure FDA0002344493730000022
Figure FDA0002344493730000022
ζ为阻尼比,计算公式为:ζ is the damping ratio, and the calculation formula is:
Figure FDA0002344493730000023
Figure FDA0002344493730000023
所述钢丝绳-轿厢系统为有阻尼振动系统,0<ζ<1,可得方程(1)的解为:The wire rope-car system is a damped vibration system, 0<ζ<1, the solution of equation (1) can be obtained as:
Figure FDA0002344493730000024
Figure FDA0002344493730000024
其中,ωd为有阻尼系统的固有频率:where ω d is the natural frequency of the damped system:
Figure FDA0002344493730000025
Figure FDA0002344493730000025
其中,X表示振幅,
Figure FDA0002344493730000026
表示初相位,
where X is the amplitude,
Figure FDA0002344493730000026
represents the initial phase,
有阻尼振动系统的有阻尼固有周期为:The damped natural period of a damped vibration system is:
Figure FDA0002344493730000027
Figure FDA0002344493730000027
按照指数规律衰减,采用对数衰减率δ表示一个自然周期相邻两个振幅之比的自然对数,即:According to the exponential decay, the logarithmic decay rate δ is used to represent the natural logarithm of the ratio of two adjacent amplitudes in a natural period, namely:
Figure FDA0002344493730000028
Figure FDA0002344493730000028
联立式(2),(5)和(9)整理得The simultaneous equations (2), (5) and (9) are sorted out
Figure FDA0002344493730000029
Figure FDA0002344493730000029
其中,c表示电梯轿厢自由振动阻尼值。Among them, c represents the free vibration damping value of the elevator car.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105984782A (en) * 2015-03-16 2016-10-05 三菱电机株式会社 Elevator system, method controlling operation of elevator system, and non-instantaneous computer readable medium
JP2016199378A (en) * 2015-04-13 2016-12-01 株式会社日立ビルシステム Elevator safety device clearance measurement device
CN107356419A (en) * 2017-07-18 2017-11-17 厦门大学 A kind of experimental method for being used to measure rope damping parameter
CN207016312U (en) * 2017-05-24 2018-02-16 住友富士电梯有限公司 A kind of elevator for reducing maintenance cost
CN108773750A (en) * 2018-06-06 2018-11-09 辽宁优力安机电设备有限公司 The detection method of magneto-rheologic liquid brake elevator operation damping

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5261035A (en) * 1975-11-14 1977-05-20 Mitsubishi Electric Corp Device for preventing ropes for elevator from vibrating
JP2614747B2 (en) * 1988-06-10 1997-05-28 日本オーチス・エレベータ株式会社 Elevator rope damping device
CN103420258A (en) * 2012-05-20 2013-12-04 浙江快奥电梯有限公司 Elevator driving device
CN105138783B (en) * 2015-09-06 2018-01-16 山东理工大学 The design method of car body of high speed railway car end cross shock absorber damping
CN106865376B (en) * 2017-03-03 2018-12-14 暨南大学 A kind of elevator emergency brake torque test method
CN106829681B (en) * 2017-04-27 2017-12-15 暨南大学 A kind of elevator brake friction torque test method
CN109541939B (en) * 2018-09-30 2021-07-27 浙江工业大学 Multiscale Approximate Explicit Model Predictive Control Method for Mechanical Vibration of High-speed Elevator

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105984782A (en) * 2015-03-16 2016-10-05 三菱电机株式会社 Elevator system, method controlling operation of elevator system, and non-instantaneous computer readable medium
JP2016199378A (en) * 2015-04-13 2016-12-01 株式会社日立ビルシステム Elevator safety device clearance measurement device
CN207016312U (en) * 2017-05-24 2018-02-16 住友富士电梯有限公司 A kind of elevator for reducing maintenance cost
CN107356419A (en) * 2017-07-18 2017-11-17 厦门大学 A kind of experimental method for being used to measure rope damping parameter
CN108773750A (en) * 2018-06-06 2018-11-09 辽宁优力安机电设备有限公司 The detection method of magneto-rheologic liquid brake elevator operation damping

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