CN110346035A - Bridge real-time frequency test method and system - Google Patents

Bridge real-time frequency test method and system Download PDF

Info

Publication number
CN110346035A
CN110346035A CN201910578386.7A CN201910578386A CN110346035A CN 110346035 A CN110346035 A CN 110346035A CN 201910578386 A CN201910578386 A CN 201910578386A CN 110346035 A CN110346035 A CN 110346035A
Authority
CN
China
Prior art keywords
frequency
signal
bridge
bandpass filter
real
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
CN201910578386.7A
Other languages
Chinese (zh)
Inventor
柴小鹏
刘德清
李东明
史雪峰
尹琪
张刚
吕江
赵海威
史晶
张越
王泽豪
赵智达
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.)
China Railway Major Bridge Engineering Group Co Ltd MBEC
China Railway Bridge Science Research Institute Ltd
Original Assignee
China Railway Major Bridge Engineering Group Co Ltd MBEC
China Railway Bridge Science Research Institute 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 China Railway Major Bridge Engineering Group Co Ltd MBEC, China Railway Bridge Science Research Institute Ltd filed Critical China Railway Major Bridge Engineering Group Co Ltd MBEC
Priority to CN201910578386.7A priority Critical patent/CN110346035A/en
Publication of CN110346035A publication Critical patent/CN110346035A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01HMEASUREMENT OF MECHANICAL VIBRATIONS OR ULTRASONIC, SONIC OR INFRASONIC WAVES
    • G01H13/00Measuring resonant frequency
    • 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
    • G01M7/025Measuring arrangements

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Measurement Of Mechanical Vibrations Or Ultrasonic Waves (AREA)

Abstract

The present invention relates to vibration-testing apparatus field, a kind of bridge real-time frequency test method and system are disclosed, including, measuring device, for measuring multiple dominant frequency of bridge and exporting all dominant frequency signals;Bandpass filter is connect with the measuring device, for crossing other dominant frequency signals filtered out other than reference frequency signal;Chromacoder is connect with the bandpass filter, for receiving the reference frequency and being converted to square-wave signal;Reference clock is connect with the chromacoder, for measuring the period of square-wave signal.The present invention, which can efficiently solve frequency measurement in the bridge structure that traditional frequency domain method obtains, certain time delay, can not real-time testing bridge frequency the problem of.

Description

Bridge real-time frequency test method and system
Technical field
The present invention relates to vibration-testing apparatus fields, and in particular to bridge real-time frequency test method and system.
Background technique
Bridge is when the vehicle passes by or foot bridge is when pedestrian passes through, and the frequency of bridge can change, to ensure bridge Safety beam needs to obtain the high-precision real-time frequency of bridge.
Conventional bridge structure frequency test method, is mainly based upon frequency domain method principle, i.e., by vibrating sensor, records bridge The actual vibration time-history curves of beam after sampling, by Fast Fourier Transform (FFT), obtain the spectrum information of structure.Due to frequency The frequency resolution of domain method is equal to the inverse (Δ f=1/t, t are the sampling time) of data test duration, in order to improve bridge structure The measuring resolution of frequency needs to extend sampling time t, on the one hand increases calculation amount, while also increasing time delays, most It can only obtain the average frequency in the t time eventually, rather than the vibration frequency at current time.Therefore for above-mentioned vehicle or pedestrian Lead to the operating condition of rapid contribution bridge frequency, above-mentioned routine is difficult to obtain the real-time frequency of bridge based on the method for frequency domain spectrum analysis Rate.
If certain bridge on highway is continuous steel plate girder bridge, each span setting is 4 × 35=140m, this abutment frequency For 2.5Hz, in order to reach 1% frequency resolution Δ f=0.025Hz, then sampling time t=40s, it is assumed that speed 100km/h, Then the vehicle has been rapidly directed away from after 40s, reaches the new position that distance measurement point is 1111m, the analysis method based on frequency domain can be with The average frequency value in 40s is obtained, but is unable to get loaded vehicle during fast running on bridge, the vibration frequency of measurement point The case where changing over time.
Such as certain foot bridge, main span 50m, fundamental frequency about 1Hz, it is assumed that the speed of pedestrian is 1m/s, in order to reach 1% frequency point Resolution Δ f=0.01Hz, then the sampling time will reach 100s, then in this sampling time section, the moving distance of pedestrian is 100m, greatly In span of bridge, it is unable to get the variation of pedestrian's bridge frequency caused by different location walking on bridge floor.
Traditional frequency domain method can only obtain the average frequency value in a period of time, and have longer time lag, no It is capable of the frequency of real-time testing bridge.
Summary of the invention
In view of the deficiencies in the prior art, the purpose of the present invention is to provide a kind of bridge real-time frequency test methods And system, can efficiently solve frequency measurement in the bridge structure that traditional frequency domain method obtains has certain time delay, cannot The problem of frequency of enough real-time testing bridges.
To achieve the above objectives, the technical solution adopted by the present invention is that:
The one side present invention provides a kind of bridge real-time frequency test method, comprising:
Obtain multiple dominant frequency signal f of bridge1、f2... fn determines reference frequency signal fi, wherein [1, n] i ∈, and determines The minimum frequency space W of reference frequency signal fi and other dominant frequency signals;
According to the bandwidth range B of reference frequency signal fi and minimum frequency space W setting bandpass filter;
By all dominant frequency signals input bandpass filter and outputting reference frequency signal;
Square-wave signal will be obtained after reference frequency signal shaping;
According to the period Δ t of the square-wave signal, calculating real-time frequency is f=1/ Δ t.
Based on the above technical solution, bandpass filtering is arranged according to reference frequency signal fi and minimum frequency space W The bandwidth range of device, specifically includes:
Setting bandwidth range B be arranged centered on reference frequency signal fi, and be arranged bandwidth range B ∈ [fi-0.5W, fi+0.5W]。
Based on the above technical solution, all dominant frequency signals are being inputted into bandpass filter and outputting reference frequency letter Before number, all dominant frequency signals are by signal amplifier amplification input bandpass filter.
Based on the above technical solution, multiple dominant frequency signals of bridge structure are obtained using frequency domain method.
Based on the above technical solution, reference frequency signal is by obtaining square wave after analog voltage comparator shaping Signal
On the other hand, the present invention provides a kind of bridge real-time frequency test macro, comprising:
Measuring device, for measuring multiple dominant frequency of bridge and exporting all dominant frequency signals;
Bandpass filter is connect with the measuring device, for crossing other dominant frequency filtered out other than reference frequency signal Signal;
Chromacoder is connect with the bandpass filter, for receiving the reference frequency and being converted to square wave Signal;
Reference clock is connect with the chromacoder, for measuring the period of square-wave signal.
Based on the above technical solution, the measuring device is vibrating sensor, and the vibrating sensor is using frequency Multiple dominant frequency signals of domain method acquisition bridge structure.
Based on the above technical solution, test macro further includes signal amplifier, the vibrating sensor and band logical Filter is connected by the signal amplifier, and the signal amplifier is used to receive the dominant frequency signal of measuring device output and puts It is transmitted to the bandpass filter greatly.
Based on the above technical solution, the chromacoder is analog voltage comparator, is used for benchmark frequency Square-wave signal is obtained after rate signal shaping.
Based on the above technical solution, the test macro further includes controller, with the signal amplifier, band Bandpass filter and reference clock are all connected with.
Compared with the prior art, the advantages of the present invention are as follows: the present invention provide a kind of bridge real-time frequency test method and System obtains multiple dominant frequency signals of bridge by traditional frequency domain method, and determines reference frequency.Go out by bandpass filter The dominant frequency signal for removing other orders is formed square wave using chromacoder conversion dominant frequency signal, and is obtained using reference clock The period of square wave finally obtains the real-time dominant frequency signal of bridge.Solves frequency in the bridge structure that traditional frequency domain method obtains Resolution ratio has certain time delay, can not real-time testing bridge frequency the problem of.
Detailed description of the invention
Fig. 1 is the schematic diagram of Bridge of embodiment of the present invention real-time frequency test macro.
Specific embodiment
Invention is further described in detail with reference to the accompanying drawings and embodiments.
Fig. 1 is the schematic diagram of Bridge of embodiment of the present invention real-time frequency test macro, as shown in Figure 1, the present invention is implemented Example provides a kind of bridge real-time frequency test method, which includes:
S1: multiple dominant frequency signal f of bridge are obtained1、f2... fn determines reference frequency signal fi, wherein [1, n] i ∈, n, For positive integer, and determine the minimum frequency space W of reference frequency signal fi and other dominant frequency signals.
Preferably, multiple dominant frequency signals of bridge structure are obtained using traditional frequency domain method using vibrating sensor.Specifically Ground acquires the frequency segment information in the sampling time within the sampling time, to obtain the dominant frequency letter of each order of bridge Number.
Multiple dominant frequency signals include to the maximum reference signal of Bridge Influence, and other masters adjacent with the reference signal Frequency signal.
Determine the minimum frequency space W of reference frequency signal fi Yu other dominant frequency signals.It can be subsequent bandpass filtering The setting of device is prepared.
S2: according to the bandwidth range B of reference frequency signal fi and minimum frequency space W setting bandpass filter.
Preferably, according to the bandwidth range of reference frequency signal fi and minimum frequency space W setting bandpass filter, specifically Include:
In the present embodiment, bandwidth range B is arranged according to fi and W, band-pass filter can be made to fall other dominant frequency Signal only allows reference frequency signal to pass through.
Preferably, setting bandwidth range B is arranged centered on reference frequency signal fi, and bandwidth range B ∈ is arranged [fi-W,fi+W]。
It may insure that band-pass filter falls the dominant frequency signal of other orders of non-referenced frequency signal in this way.General feelings Under condition, the bandwidth range suggestion of bandpass filter is in ± 20% range of benchmark frequency signal.The optimum bandwidth of different bridges Value B is different, need to carry out actual measurement optimization according to practical bridge situation.The smaller frequency range that can be observed of B is small, measurement Precision is higher.
Preferably, before by all dominant frequency signals input bandpass filter and outputting reference frequency signal, all dominant frequency letters Number by signal amplifier amplification input bandpass filter.
It is using signal amplifier that all dominant frequency signal sides is big, bandpass filter can be made preferably to identify all masters Frequency signal.The amplification factor of signal amplifier is controlled by external director demon.
S3: by all dominant frequency signals input bandpass filter and outputting reference frequency signal.
After setting the bandwidth range of bandpass filter, only reference frequency signal could by bandpass filter, so The maximum reference frequency signal of Bridge Influence will just be screened.
In the present embodiment, bandpass filter is program-controlled analog filter, and parameter is (bandwidth B, quality factor q), journey Control quality factor q=f of analog filteri/B.Program-controlled analog filter is also to be controlled by external director demon.
S4: square-wave signal will be obtained after reference frequency signal shaping.
Preferably, reference frequency signal is by obtaining square-wave signal after analog voltage comparator shaping.In the present embodiment In, obtaining square-wave signal using analog voltage comparator can be better
S5: according to the period Δ t of the square-wave signal, calculating real-time frequency is f=1/ Δ t.
Half-wave (rising edge, a failing edge) is then utilized to measure the frequency measurement of square wave, rising edge starts pair Reference clock counts (N1), and failing edge terminates to count (N2), therefore half wave cycles 0.5 Δ t=(N2-N1) * reference clock, this is System makees reference clock using 1MHz Low Drift Temperature clock source, finallyReference clock refers to two The time interval of a time very little.
Reference clock floats clock using High Precision Low Temperature, and reference clock generally uses the sample frequency of 1MHz, frequency discrimination Rate is 10-6, there is very high frequency test precision.
On the other hand, the present invention provides a kind of bridge real-time frequency test macro, and test macro includes:
Measuring device, for measuring multiple dominant frequency of bridge and exporting all dominant frequency signals;
Bandpass filter is connect with measuring device, for crossing other dominant frequency signals filtered out other than reference frequency signal;
Chromacoder is connect with bandpass filter, for receiving reference frequency and being converted to square-wave signal;
Reference clock is connect with chromacoder, for measuring the period of square-wave signal.
Preferably, measuring device is vibrating sensor, and vibrating sensor obtains multiple masters of bridge structure using frequency domain method Frequency signal.Multiple dominant frequency signals are the vibration signal of each order of bridge.
Preferably, test macro further includes signal amplifier, and vibrating sensor and bandpass filter pass through signal amplifier Connection, signal amplifier, which is used to receive the dominant frequency signal of measuring device output and amplifies, is transmitted to bandpass filter.
Preferably, chromacoder is analog voltage comparator, for by the side of obtaining after reference frequency signal shaping Wave signal.
Preferably, test macro further includes controller, is connected with signal amplifier, bandpass filter and reference clock It connects.Reference clock is used to measure the period of square wave.
To sum up, a kind of bridge real-time frequency test method and system provided by the invention, are obtained by traditional frequency domain method Multiple dominant frequency signals of bridge, and determine reference frequency.It goes out the dominant frequency signals of other orders, utilizes by bandpass filter Chromacoder converts dominant frequency signal and forms square wave, and obtains the period of square wave using reference clock, finally obtains bridge Real-time dominant frequency signal.Solve in the bridge structure that traditional frequency domain method obtains that frequency resolution has certain time delay, no The problem of capableing of the frequency of real-time testing bridge.
The present invention is not limited to the above-described embodiments, for those skilled in the art, is not departing from Under the premise of the principle of the invention, several improvements and modifications can also be made, these improvements and modifications are also considered as protection of the invention Within the scope of.The content being not described in detail in this specification belongs to the prior art well known to professional and technical personnel in the field.

Claims (10)

1. a kind of bridge real-time frequency test method characterized by comprising
Obtain multiple dominant frequency signal f of bridge1、f2... fn determines reference frequency signal fi, wherein [1, n] i ∈, and determines benchmark The minimum frequency space W of frequency signal fi and other dominant frequency signals;
According to the bandwidth range B of reference frequency signal fi and minimum frequency space W setting bandpass filter;
By all dominant frequency signals input bandpass filter and outputting reference frequency signal;
Square-wave signal will be obtained after reference frequency signal shaping;
According to the period Δ t of the square-wave signal, calculating real-time frequency is f=1/ Δ t.
2. bridge real-time frequency test method as described in claim 1, which is characterized in that according to reference frequency signal fi and most The bandwidth range of bandpass filter is arranged in small frequency interval W, specifically includes:
Setting bandwidth range B is arranged centered on reference frequency signal fi, and bandwidth range B ∈ [fi-0.5W, fi+ is arranged 0.5W]。
3. bridge real-time frequency test method as described in claim 1, which is characterized in that by all dominant frequency signal input tapes Before bandpass filter and outputting reference frequency signal, all dominant frequency signals are by signal amplifier amplification input bandpass filtering Device.
4. bridge real-time frequency test method as described in claim 1, which is characterized in that obtain bridge structure using frequency domain method Multiple dominant frequency signals.
5. bridge real-time frequency test method as described in claim 1, which is characterized in that reference frequency signal passes through simulation electricity Square-wave signal is obtained after pressure comparator shaping.
6. a kind of test macro applied to bridge real-time frequency test method as described in claim 1, which is characterized in that institute Stating test macro includes:
Measuring device, for measuring multiple dominant frequency of bridge and exporting all dominant frequency signals;
Bandpass filter is connect with the measuring device, for crossing other dominant frequency signals filtered out other than reference frequency signal;
Chromacoder is connect with the bandpass filter, for receiving the reference frequency and being converted to square-wave signal;
Reference clock is connect with the chromacoder, for measuring the period of square-wave signal.
7. bridge real-time frequency test macro as claimed in claim 6, it is characterised in that: the measuring device is vibrating sensing Device, the vibrating sensor obtain multiple dominant frequency signals of bridge structure using frequency domain method.
8. bridge real-time frequency test macro as claimed in claim 6, it is characterised in that: test macro further includes signal amplification Device, the vibrating sensor are connect with bandpass filter by the signal amplifier, and the signal amplifier is surveyed for receiving The dominant frequency signal and amplification that amount device exports are transmitted to the bandpass filter.
9. bridge real-time frequency test macro as claimed in claim 6, it is characterised in that: the chromacoder is simulation Voltage comparator, for square-wave signal will to be obtained after reference frequency signal shaping.
10. bridge real-time frequency test macro as claimed in claim 6, which is characterized in that the test macro further includes control Device processed is all connected with the signal amplifier, bandpass filter and reference clock.
CN201910578386.7A 2019-06-28 2019-06-28 Bridge real-time frequency test method and system Pending CN110346035A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910578386.7A CN110346035A (en) 2019-06-28 2019-06-28 Bridge real-time frequency test method and system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910578386.7A CN110346035A (en) 2019-06-28 2019-06-28 Bridge real-time frequency test method and system

Publications (1)

Publication Number Publication Date
CN110346035A true CN110346035A (en) 2019-10-18

Family

ID=68176916

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910578386.7A Pending CN110346035A (en) 2019-06-28 2019-06-28 Bridge real-time frequency test method and system

Country Status (1)

Country Link
CN (1) CN110346035A (en)

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5943370A (en) * 1982-09-03 1984-03-10 Seiko Epson Corp Apparatus for detecting frequency
CN101201282A (en) * 2007-12-20 2008-06-18 宁波大学 Fundamental frequency identification method for detecting cord force of cable-stayed bridge
CN101368860A (en) * 2008-09-12 2009-02-18 江苏工业学院 Method for correcting FFT data in stayed-cable force of stayed-cable bridge detected by frequency method
CN102519579A (en) * 2011-12-20 2012-06-27 华北电力大学 Detection method of turbine collision and abrasion faults
CN102589675A (en) * 2012-03-14 2012-07-18 南京埃斯顿自动控制技术有限公司 Method for measuring mechanical resonance frequency by using servo driver
CN104034962A (en) * 2014-05-05 2014-09-10 西安电子科技大学 Precise servo mechanism resonance frequency testing system and testing method
CN104792364A (en) * 2015-04-10 2015-07-22 中铁大桥局集团武汉桥梁科学研究院有限公司 Dynamic bridge parameter extracting system and dynamic bridge parameter extracting method based on laser Doppler
CN108827458A (en) * 2018-06-15 2018-11-16 西安交通大学 A kind of blade of wind-driven generator intrinsic frequency online recognition method
CN109312716A (en) * 2016-04-08 2019-02-05 维斯塔斯风力系统集团公司 For controlling wind turbine to manage method and system of the edge to blade vibration
CN109541301A (en) * 2018-10-23 2019-03-29 桂林电力电容器有限责任公司 A kind of high-voltage filtering capacitor device group resonance frequency test device and method

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5943370A (en) * 1982-09-03 1984-03-10 Seiko Epson Corp Apparatus for detecting frequency
CN101201282A (en) * 2007-12-20 2008-06-18 宁波大学 Fundamental frequency identification method for detecting cord force of cable-stayed bridge
CN101368860A (en) * 2008-09-12 2009-02-18 江苏工业学院 Method for correcting FFT data in stayed-cable force of stayed-cable bridge detected by frequency method
CN102519579A (en) * 2011-12-20 2012-06-27 华北电力大学 Detection method of turbine collision and abrasion faults
CN102589675A (en) * 2012-03-14 2012-07-18 南京埃斯顿自动控制技术有限公司 Method for measuring mechanical resonance frequency by using servo driver
CN104034962A (en) * 2014-05-05 2014-09-10 西安电子科技大学 Precise servo mechanism resonance frequency testing system and testing method
CN104792364A (en) * 2015-04-10 2015-07-22 中铁大桥局集团武汉桥梁科学研究院有限公司 Dynamic bridge parameter extracting system and dynamic bridge parameter extracting method based on laser Doppler
CN109312716A (en) * 2016-04-08 2019-02-05 维斯塔斯风力系统集团公司 For controlling wind turbine to manage method and system of the edge to blade vibration
CN108827458A (en) * 2018-06-15 2018-11-16 西安交通大学 A kind of blade of wind-driven generator intrinsic frequency online recognition method
CN109541301A (en) * 2018-10-23 2019-03-29 桂林电力电容器有限责任公司 A kind of high-voltage filtering capacitor device group resonance frequency test device and method

Non-Patent Citations (6)

* Cited by examiner, † Cited by third party
Title
刘永刚等: "高准确度数字式时频域实时频率测量系统", 《电讯技术》 *
夏禾等: "《铁路桥梁养护维修》", 30 November 2010, 中国铁道出版社 *
徐行可等: "《大学物理教程 下》", 28 February 2005, 西南交通大学出版社 *
王兴国等: "基于复解析带通滤波器的固有频率自适应提取原理和方法", 《电工技术学报》 *
荆国强等: "高速铁路桥梁动力响应监测数据分析方法及其应用", 《桥梁建设》 *
莫琳等: "多路振弦式传感器桥梁检测系统设计", 《传感器与微系统》 *

Similar Documents

Publication Publication Date Title
CN106198058B (en) Real-time vertical wheel impact force measurement method based on tire pressure monitoring
CN108573224B (en) Bridge structure damage positioning method for mobile reconstruction of principal components by using single sensor information
CN107807055B (en) A kind of asphalt multisequencing dynamic creep experimental data processing and analysis method
CN101871974B (en) Impedance spectroscopy measurement method
CN113212180B (en) Maglev train, suspension control system and vertical damping signal calculation method
CN105806637A (en) General testing system of railway vehicles
CN104198811B (en) Method and device for measuring frequency of low frequency signal
CN111521257B (en) Early warning method for rock block collapse
Bollas et al. Acoustic emission monitoring of wheel sets on moving trains
CN114200381B (en) Intelligent ammeter reliability detection system and method
CN110470422B (en) Fundamental frequency optimization method based on inhaul cable vibration spectrum analysis
CN108549847A (en) A kind of girder structure crack damage recognition methods under the conditions of no reference data
CN105758602A (en) Truss girder bridge section buffeting force synchronous measurement method
CN102927894A (en) Eddy current detection system and method
CN110346035A (en) Bridge real-time frequency test method and system
CN107436363B (en) A kind of rail traffic vehicles speed dynamic measurement method
CN103123303B (en) Quantifying and online monitoring method of bridge girder safe reliability
CN117116010A (en) Intelligent rock mass collapse early warning method and system
CN117387884A (en) Bridge deflection measurement method based on multi-sensor data fusion
CN109029711B (en) Dynamic bridge structure multi-order frequency identification method
CN114323512B (en) Heavy-load vehicle identification method and system
CN115712114A (en) Method for testing dynamic deflection natural vibration frequency of bridge based on millimeter wave radar
KR101147487B1 (en) System and method for computing fluorescence lifetime
CN103175864A (en) Environment state infrared comprehensive quick tester and corresponding test method
CN103591886B (en) A kind of elevator gauge Deviation Analysis Method of deformation based sensor instrument distance

Legal Events

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

Application publication date: 20191018

RJ01 Rejection of invention patent application after publication