CN106855539A - A kind of anchor rod nondestructive testing method and equipment based on stress wave - Google Patents
A kind of anchor rod nondestructive testing method and equipment based on stress wave Download PDFInfo
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Abstract
Description
技术领域technical field
本发明属于煤矿锚杆检测技术领域,具体是一种基于应力波法的锚杆无损检测方法及设备。The invention belongs to the technical field of bolt detection in coal mines, in particular to a nondestructive detection method and equipment for bolts based on a stress wave method.
背景技术Background technique
锚杆是煤矿井下生产使用非常广泛的材料。矿用锚杆是一种安设在岩土层中的受力杆件,它的一端与工程建筑物相连,另一端锚固在岩土层中,必要时对其施加预引力,用以有效地承受结构载荷,防止结构变形,从而维护结构建筑物的稳定,因此锚杆锚固的质量在很大程度上影响到煤矿安全生产。Anchor is a very widely used material in coal mine production. The mine bolt is a force-bearing member installed in the rock-soil layer. One end of it is connected to the engineering building, and the other end is anchored in the rock-soil layer. If necessary, pre-gravity is applied to it to effectively To bear structural loads, prevent structural deformation, and maintain the stability of structural buildings. Therefore, the quality of bolt anchorage affects the safety of coal mine production to a large extent.
目前,锚杆锚固质量的检测方法在工程界主要有两种,一种是有损检测,另一种是无损检测。有损检测包括取芯法和拉拔实验法,这两种方法的最大优点是直观、准确,但都是破坏性检测方法,而且操作复杂,工作量大,开销巨大。无损检测包括应力波法和超声波法。超声波法在实际中,信号在锚杆内传播的过程中衰减严重,且需要对锚杆端头打磨平整才可将超声波耦合进锚杆杆体。At present, there are mainly two methods for detecting the anchorage quality of bolts in the engineering field, one is destructive testing, and the other is non-destructive testing. Destructive testing includes coring method and pulling test method. The biggest advantages of these two methods are intuitive and accurate, but they are both destructive testing methods, and the operation is complicated, the workload is heavy, and the cost is huge. Non-destructive testing includes stress wave methods and ultrasonic methods. In practice of ultrasonic method, the signal attenuates seriously during the propagation process in the anchor rod, and the end of the anchor rod needs to be polished and smoothed before the ultrasonic wave can be coupled into the anchor rod body.
现有的检测设备有拉拔计、测力锚杆和以超声波理论为基础的GRANIT型锚杆无损检测设备。拉拔计、测力锚杆这两种受力检测手段对经锚杆加固的巷道产生较强的扰动,降低了锚杆对围岩的加固作用,只适合于抽检,不适合于大面积的进行锚杆质量检查。GRANIT型锚杆无损检测设备,可以对锚杆进行无损检测,但由于其超声波信号衰减严重,所以通常只能对3.0m以内的锚杆进行检测。Existing testing equipment includes pull-out gauges, force-measuring anchors and GRANIT-type anchor non-destructive testing equipment based on ultrasonic theory. The two force detection methods of pull-out meter and force-measuring bolt produce strong disturbance to the roadway reinforced by bolt, which reduces the reinforcement effect of bolt on surrounding rock, which is only suitable for random inspection, not suitable for large-scale Carry out bolt quality checks. GRANIT non-destructive testing equipment for bolts can carry out non-destructive testing on bolts, but due to the serious attenuation of the ultrasonic signal, it can usually only detect bolts within 3.0m.
发明内容Contents of the invention
本发明的目的在于克服现有技术中的不足,而提供一种基于应力波法的锚杆无损检测方法及设备,该检测方法对锚杆检测无破坏,工作量小,克服了有损检测的缺点及超声波法信号衰减严重、测量长度短的问题。该设备操作简单,环境适应性强,人机交互性好,测量数据精度高,效果好,数据处理速度快,可以测量10m以上的锚杆,且锚杆长度测量误差小于3%,优于普通的锚杆长度检测设备。The purpose of the present invention is to overcome the deficiencies in the prior art, and provide a method and equipment for the non-destructive detection of bolts based on the stress wave method. Disadvantages and the problem of serious signal attenuation and short measurement length of ultrasonic method. The equipment is easy to operate, has strong environmental adaptability, good human-computer interaction, high measurement data accuracy, good effect, and fast data processing speed. It can measure bolts over 10m, and the measurement error of bolt length is less than 3%, which is better than ordinary Anchor length detection equipment.
实现本发明目的的技术方案是:The technical scheme that realizes the object of the present invention is:
一种基于应力波法的锚杆无损检测方法,具体包括如下步骤:A method for the non-destructive testing of bolts based on the stress wave method, specifically comprising the following steps:
(1)将加速度传感器安装于锚杆自由段的端部;(1) Install the acceleration sensor on the end of the free section of the anchor rod;
(2)用线缆将加速度传感器与信号调理模块相连接,开启设备电源,在LCD屏幕上进行设置,调节设备至数据待采集状态;(2) Connect the acceleration sensor to the signal conditioning module with a cable, turn on the power of the device, set it on the LCD screen, and adjust the device to the state where data is to be collected;
(3)利用激振锤敲击锚杆自由段端部,产生应力波;(3) Hit the end of the free section of the bolt with a vibrating hammer to generate a stress wave;
(4)加速度传感器采集应力波信号,并将采集到的应力波信号传递至信号调理模块;(4) The acceleration sensor collects the stress wave signal, and transmits the collected stress wave signal to the signal conditioning module;
(5)信号调理模块将接收到的信号进行信号放大和滤波后,将信号传输给AD转换模块,将经AD转换后的数字信号,送入ARM控制器模块进行数据处理;(5) After the signal conditioning module performs signal amplification and filtering on the received signal, the signal is transmitted to the AD conversion module, and the digital signal after the AD conversion is sent to the ARM controller module for data processing;
(6)经过ARM控制器模块处理后的数据在LCD屏幕显示模块中显示出来,完成应力波信号的采集,得到初始应力波形图;(6) The data processed by the ARM controller module is displayed in the LCD screen display module, the acquisition of the stress wave signal is completed, and the initial stress waveform is obtained;
(7)点击LCD屏幕上的HHT分析,得到应力波波形的希尔伯特黄变换图。(7) Click HHT analysis on the LCD screen to get the Hilbert-Huang transformation diagram of the stress wave waveform.
(8)根据希尔伯特黄变换得到的波形进行分析,求得锚杆的长度。(8) Analyze the waveform obtained by the Hilbert-Huang transformation to obtain the length of the bolt.
(9)最后将(7)中的应力波波形的希尔伯特黄变换图和(8)中的锚杆长度值保存至SD卡存储模块。(9) Finally, save the Hilbert-Huang transformation diagram of the stress wave waveform in (7) and the bolt length value in (8) to the SD card storage module.
所述步骤(3)中,激振锤敲击锚杆,采用相同的频率和力度连续敲击4-6次。In the step (3), the vibrating hammer strikes the anchor rod continuously for 4-6 times with the same frequency and strength.
所述步骤(6)中得到的初始应力波形图,是对多个应力波形图采用归一化叠加法进行处理后得到的。The initial stress waveform diagram obtained in the step (6) is obtained after processing a plurality of stress waveform diagrams by a normalized superposition method.
所述的步骤(7)中HHT分析,是将应力波波形进行希尔伯特黄变换(Hilbert-HuangTransform,HHT)分析得到的。The HHT analysis in the step (7) is obtained by performing Hilbert-Huang Transform (HHT) analysis on the stress wave waveform.
所述的步骤(8)中求锚杆的长度,是根据HHT分析得到的波形,得到锚固段反射信号对应时间t1和底端反射信号对应时间t2,根据应力波在裸锚杆中的传播速度υ1=5130m/s,利用公式l1=(υ1*t1)/2求得锚杆的自由段长度l1;根据应力波在锚固段的传播速度υ2=4700m/s,利用公式l2=(υ2*(t2-t1))/2,求得锚杆的锚固段长度l2,根据公式l=l1+l2求得锚杆的总长度l。The calculation of the length of the bolt in the step (8) is based on the waveform obtained by HHT analysis, and the corresponding time t 1 of the reflection signal of the anchorage section and the corresponding time t 2 of the reflection signal of the bottom end are obtained. According to the stress wave in the bare bolt Propagation velocity υ 1 = 5130m/s, using the formula l 1 = (υ 1 *t 1 )/2 to obtain the length l 1 of the free section of the anchor rod; according to the propagation velocity of the stress wave in the anchorage section υ 2 = 4700m/s, Use the formula l 2 =(υ 2 *(t 2 -t 1 ))/2 to obtain the length l 2 of the anchorage section of the anchor rod, and obtain the total length l of the anchor rod according to the formula l=l 1 +l 2 .
一种基于应力波法的锚杆无损检测设备,包括顺序连接的加速度传感器、信号调理模块、AD转换模块和ARM控制器模块,还包括激振锤、电源模块、LCD显示模块和SD卡存储模块;电源模块分别与信号调理模块、AD转换模块和ARM控制器模块连接,ARM控制器模块还与LCD显示模块和SD卡存储模块连接,加速度传感器安装在锚杆上,激振锤敲击锚杆。A non-destructive testing device for bolts based on the stress wave method, including sequentially connected acceleration sensors, signal conditioning modules, AD conversion modules and ARM controller modules, and also includes an exciting hammer, power supply module, LCD display module and SD card storage module ;The power supply module is connected with the signal conditioning module, the AD conversion module and the ARM controller module respectively, the ARM controller module is also connected with the LCD display module and the SD card storage module, the acceleration sensor is installed on the anchor rod, and the vibration hammer strikes the anchor rod .
所述的加速度传感器安装在锚杆自由段的端部。The acceleration sensor is installed at the end of the free section of the anchor rod.
所述的信号调理模块,进一步包括顺序连接的信号放大电路和信号滤波电路,加速度传感器与信号放大电路连接,信号滤波电路与AD转换模块连接,信号滤波电路为四阶巴特沃斯低通滤波器。The signal conditioning module further includes a sequentially connected signal amplifier circuit and a signal filter circuit, the acceleration sensor is connected to the signal amplifier circuit, the signal filter circuit is connected to the AD conversion module, and the signal filter circuit is a fourth-order Butterworth low-pass filter .
所述的信号放大电路,包括第一运算放大器、第一电阻、第二电阻、第三电阻、第四电阻、第一电容、第二电容、第三电容、第四电容、第五电容、第六电容和第七电容;第一运算放大器的正输入端分别与第一电阻、第三电容、第四电容的一端连接,负输入端分别与第二电阻一端、第五电容的一端、第四电容的另一端连接;第一电阻的另一端与加速度传感器的正输出端连接;第二电阻的另一端与加速度传感器的负输出端连接;第三电容的另一端、第四电容的另一端接地;第一电容、第二电容的一端接地,另一端接+5V电压;第一运算放大器的1号管脚接+5V电压,2号管脚接-5V电压,3号管脚分别与第三电阻、第四电阻的一端连接,4号和5号管脚接地;第四电阻的另一端接地;第三电阻的另一端与第一运算放大器的信号输出端连接,信号输出端还与信号滤波电路连接;The signal amplifying circuit includes a first operational amplifier, a first resistor, a second resistor, a third resistor, a fourth resistor, a first capacitor, a second capacitor, a third capacitor, a fourth capacitor, a fifth capacitor, a Six capacitors and the seventh capacitor; the positive input terminal of the first operational amplifier is respectively connected to one end of the first resistor, the third capacitor, and the fourth capacitor, and the negative input terminal is respectively connected to one end of the second resistor, one end of the fifth capacitor, and the fourth capacitor. The other end of the capacitor is connected; the other end of the first resistor is connected to the positive output end of the acceleration sensor; the other end of the second resistor is connected to the negative output end of the acceleration sensor; the other end of the third capacitor and the other end of the fourth capacitor are grounded ; One end of the first capacitor and the second capacitor are grounded, and the other end is connected to +5V voltage; the first operational amplifier pin 1 is connected to +5V voltage, the second pin is connected to -5V voltage, and the third pin is respectively connected to the third One end of the resistor and the fourth resistor are connected, pins 4 and 5 are grounded; the other end of the fourth resistor is connected to the ground; the other end of the third resistor is connected to the signal output terminal of the first operational amplifier, and the signal output terminal is also connected to the signal filter circuit connection;
通过对两个外部电阻R3和R4进行增益设置,稳定度远远高于采用单个电阻设置增益的仪表放大器,增益表达式为: The gain is set by two external resistors R3 and R4, and the stability is much higher than that of an instrumentation amplifier using a single resistor to set the gain. The gain expression is:
所述的信号滤波电路,包括第二运算放大器、第三运算放大器、第五电阻、第六电阻、第七电阻、第八电阻、第八电容、第九电容、第十电容和第十一电容;第五电阻的一端与信号放大电路的第一运算放大器的信号输出端连接,另一端分别与第六电阻、第九电容的一端连接;第六电阻的另一端与第二运算放大器的正输入端连接;第二运算放大器的正输入端还与第八电容的一端连接;第八电容的另一端接地;第二运算放大器的负输入端与第二运算放大器的信号输出端连接;第二运算放大器的信号输出端还与第九电容的另一端、第七电阻的一端连接;第二运算放大器的1号管脚接+5V电压,2号管脚接-5V电压;第七电阻的另一端分别与第八电阻、第十一电容的一端连接;第八电阻的另一端分别与第三运算放大器的正输入端连接;第三运算放大器的正输入端还与第十电容的一端连接;第十电容的另一端接地;第三运算放大器的1号管脚接+5V电压,2号管脚接-5V电压;第三运算放大器的信号输出端分别与第十一电容的另一端、第三运算放大器的负输入端、AD转换模块连接。The signal filter circuit includes a second operational amplifier, a third operational amplifier, a fifth resistor, a sixth resistor, a seventh resistor, an eighth resistor, an eighth capacitor, a ninth capacitor, a tenth capacitor and an eleventh capacitor ; One end of the fifth resistor is connected with the signal output end of the first operational amplifier of the signal amplification circuit, and the other end is connected with one end of the sixth resistor and the ninth capacitor respectively; the other end of the sixth resistor is connected with the positive input of the second operational amplifier The positive input terminal of the second operational amplifier is also connected with one end of the eighth capacitor; the other end of the eighth capacitor is grounded; the negative input terminal of the second operational amplifier is connected with the signal output terminal of the second operational amplifier; the second operational amplifier The signal output terminal of the amplifier is also connected to the other end of the ninth capacitor and one end of the seventh resistor; the No. 1 pin of the second operational amplifier is connected to +5V voltage, and the No. 2 pin is connected to -5V voltage; the other end of the seventh resistor Connect with one end of the eighth resistor and the eleventh capacitor respectively; the other end of the eighth resistor is respectively connected with the positive input end of the third operational amplifier; the positive input end of the third operational amplifier is also connected with one end of the tenth capacitor; The other end of the tenth capacitor is grounded; the No. 1 pin of the third operational amplifier is connected to +5V voltage, and the No. 2 pin is connected to -5V voltage; the signal output end of the third operational amplifier is connected to the other end of the eleventh capacitor and the third The negative input terminal of the operational amplifier is connected to the AD conversion module.
本发明提供的一种基于应力波法的锚杆无损检测方法及设备,测量效果好,与取芯法、拉拔实验法和超声波法相比,本发明具有以下优点:A method and equipment for non-destructive testing of bolts based on the stress wave method provided by the present invention have good measurement results. Compared with the coring method, the drawing test method and the ultrasonic method, the present invention has the following advantages:
1.本设备属于无损检测,不对锚杆锚固本身造成破坏;与超声波法无损检测技术相比,本设备避免了超声波信号衰减严重且只能测量3m以内的锚杆的缺点;1. This equipment belongs to non-destructive testing and does not cause damage to the anchor itself; compared with ultrasonic non-destructive testing technology, this equipment avoids the shortcomings of serious ultrasonic signal attenuation and can only measure anchors within 3m;
2.该设备可以测量10m以上的锚杆,且锚杆长度测量误差小于3%,优于普通的锚杆长度检测设备;2. The equipment can measure bolts over 10m, and the measurement error of bolt length is less than 3%, which is better than ordinary bolt length detection equipment;
3.该设备便携性好,适合于在复杂的环境中测量锚杆,有可以早期发现故障、灵敏度高、抗干扰能力强和准确度高等特点;3. The device has good portability and is suitable for measuring bolts in complex environments. It has the characteristics of early detection of faults, high sensitivity, strong anti-interference ability and high accuracy;
4.人机交互性好,可以键盘输入,设置检测地点、日期、锚杆号及采样频率,拥有波形一键存储及上位机数据分析等功能。4. The human-computer interaction is good, and it can be input by keyboard to set the detection location, date, anchor number and sampling frequency. It has functions such as one-key waveform storage and upper computer data analysis.
附图说明Description of drawings
图1为本发明锚杆检测模型图;Fig. 1 is a bolt detection model diagram of the present invention;
图2为本发明检测设备结构框图;Fig. 2 is a structural block diagram of detection equipment of the present invention;
图3为信号放大电路图;Fig. 3 is a signal amplification circuit diagram;
图4为信号滤波电路图。Figure 4 is a signal filter circuit diagram.
具体实施方式detailed description
下面结合附图和实施例对本发明做进一步阐述,但不是对本发明的限定。The present invention will be further described below in conjunction with the accompanying drawings and embodiments, but the present invention is not limited thereto.
实施例:Example:
一种基于应力波法的锚杆无损检测方法,具体包括如下步骤:A method for the non-destructive testing of bolts based on the stress wave method, specifically comprising the following steps:
(1)将加速度传感器安装于锚杆上;(1) Install the acceleration sensor on the anchor rod;
(2)用线缆将加速度传感器与信号调理模块相连接,开启设备电源,在LCD屏幕上进行设置,调节设备至数据待采集状态;(2) Connect the acceleration sensor to the signal conditioning module with a cable, turn on the power of the device, set it on the LCD screen, and adjust the device to the state where data is to be collected;
(3)利用激振锤敲击锚杆自由段端部,产生应力波;(3) Hit the end of the free section of the bolt with a vibrating hammer to generate a stress wave;
(4)加速度传感器采集应力波信号,并将采集到的应力波信号传递至信号调理模块;(4) The acceleration sensor collects the stress wave signal, and transmits the collected stress wave signal to the signal conditioning module;
(5)信号调理模块将接收到的信号进行信号放大和滤波后,将信号传输给AD转换模块,将经AD转换后的数字信号,送入ARM控制器模块进行数据处理;(5) After the signal conditioning module performs signal amplification and filtering on the received signal, the signal is transmitted to the AD conversion module, and the digital signal after the AD conversion is sent to the ARM controller module for data processing;
(6)经过ARM控制器模块处理后的数据在LCD屏幕显示模块中显示出来,完成应力波信号的采集,得到初始应力波形图;(6) The data processed by the ARM controller module is displayed in the LCD screen display module, the acquisition of the stress wave signal is completed, and the initial stress waveform is obtained;
(7)点击LCD屏幕上的HHT分析,得到应力波波形的希尔伯特黄变换图。(7) Click HHT analysis on the LCD screen to get the Hilbert-Huang transformation diagram of the stress wave waveform.
(8)根据希尔伯特黄变换得到的波形进行分析,求得锚杆的长度。(8) Analyze the waveform obtained by the Hilbert-Huang transformation to obtain the length of the bolt.
(9)最后将(7)中的应力波波形的希尔伯特黄变换图和(8)中的锚杆长度值保存至SD卡存储模块。(9) Finally, save the Hilbert-Huang transformation diagram of the stress wave waveform in (7) and the bolt length value in (8) to the SD card storage module.
所述步骤(1)中的加速度传感器安装在锚杆自由段的端部。The acceleration sensor in the step (1) is installed at the end of the free section of the anchor rod.
所述步骤(3)中,激振锤敲击锚杆,采用相同的频率和力度连续敲击4-6次。In the step (3), the vibrating hammer strikes the anchor rod continuously for 4-6 times with the same frequency and strength.
所述步骤(6)中得到的初始应力波形图,是对多个应力波形图采用归一化叠加法进行处理后得到的。The initial stress waveform diagram obtained in the step (6) is obtained after processing a plurality of stress waveform diagrams by a normalized superposition method.
所述的步骤(7)中HHT分析,是将应力波波形进行希尔伯特黄变换(Hilbert-HuangTransform,HHT)分析得到的。The HHT analysis in the step (7) is obtained by performing Hilbert-Huang Transform (HHT) analysis on the stress wave waveform.
所述的步骤(8)中求锚杆的长度,是根据HHT分析得到的波形,得到锚固段反射信号对应时间t1和底端反射信号对应时间t2,根据应力波在裸锚杆中的传播速度υ1=5130m/s,利用公式l1=(υ1*t1)/2求得锚杆的自由段长度l1;根据应力波在锚固段的传播速度υ2=4700m/s,利用公式l2=(υ2*(t2-t1))/2,求得锚杆的锚固段长度l2,根据公式l=l1+l2求得锚杆的总长度l。The calculation of the length of the bolt in the step (8) is based on the waveform obtained by HHT analysis, and the corresponding time t 1 of the reflection signal of the anchorage section and the corresponding time t 2 of the reflection signal of the bottom end are obtained. According to the stress wave in the bare bolt Propagation velocity υ 1 = 5130m/s, using the formula l 1 = (υ 1 *t 1 )/2 to obtain the length l 1 of the free section of the anchor rod; according to the propagation velocity of the stress wave in the anchorage section υ 2 = 4700m/s, Use the formula l 2 =(υ 2 *(t 2 -t 1 ))/2 to obtain the length l 2 of the anchorage section of the anchor rod, and obtain the total length l of the anchor rod according to the formula l=l 1 +l 2 .
如图1所示,锚杆包括自由段和锚固段,自由段是指将锚杆头处的拉力传至锚固体的区域,其功能是对锚杆施加预应力;锚固段是指水泥浆体将预应力筋与土层粘结的区域,其功能是将锚固体与土层的粘结摩擦作用增大,增加锚固体的承压作用,将自由段的拉力传至土体深处;锚固界面为自由段和锚固段交接的面;底端为锚杆锚固段的端尾;加速度传感器安装在锚杆自由段端头;当开始测量时,利用激励锤敲击锚杆自由段端头产生应力波,应力波沿着锚杆杆体纵向传播至锚固界面时,一部分应力波被反射,而另一部分应力波则透射进入锚固段内继续传播,到达锚固底端时再次发生反射,理想情况下,加速度传感器会接收到先后两次的反射信号。As shown in Figure 1, the bolt includes a free section and an anchor section. The free section refers to the area where the tensile force at the head of the anchor is transmitted to the anchor body, and its function is to apply prestress to the anchor; the anchor section refers to the cement slurry The function of the area where the prestressed tendon is bonded to the soil layer is to increase the bonding friction between the anchor body and the soil layer, increase the pressure bearing effect of the anchor body, and transmit the tensile force of the free section to the depth of the soil; anchoring The interface is the interface between the free section and the anchor section; the bottom end is the end of the anchor section of the anchor; the acceleration sensor is installed at the end of the free section of the anchor; when the measurement is started, an excitation hammer is used to strike the end of the free section of the anchor to generate Stress wave, when the stress wave propagates longitudinally along the anchor rod body to the anchoring interface, part of the stress wave is reflected, while the other part of the stress wave is transmitted into the anchorage section and continues to propagate, and is reflected again when it reaches the bottom of the anchorage. Ideally, The acceleration sensor will receive two reflection signals successively.
如图2所示,一种基于应力波法的锚杆无损检测设备,包括顺序连接的加速度传感器1、信号调理模块、AD转换模块4和ARM控制器模块5,还包括激振锤、电源模块7、LCD显示模块6和SD卡存储模块8;电源模块7分别与信号调理模块、AD转换模块4和ARM控制器模块5连接,ARM控制器模块5还与LCD显示模块6和SD卡存储模块8连接,加速度传感器1安装在锚杆上,激振锤敲击锚杆。As shown in Figure 2, a non-destructive testing equipment for bolts based on the stress wave method includes an acceleration sensor 1, a signal conditioning module, an AD conversion module 4 and an ARM controller module 5 connected in sequence, as well as a vibrating hammer and a power supply module. 7. LCD display module 6 and SD card storage module 8; power supply module 7 is connected with signal conditioning module, AD conversion module 4 and ARM controller module 5 respectively, and ARM controller module 5 is also connected with LCD display module 6 and SD card storage module 8 connection, the acceleration sensor 1 is installed on the anchor rod, and the vibrating hammer strikes the anchor rod.
所述的加速度传感器1安装在锚杆自由段的端部。The acceleration sensor 1 is installed at the end of the free section of the anchor rod.
所述的信号调理模块,进一步包括顺序连接的信号放大电路2和信号滤波电路3,加速度传感器1与信号放大电路2连接,信号滤波电路3与AD转换模块4连接,信号滤波电路3为四阶巴特沃斯低通滤波器。The signal conditioning module further includes a sequentially connected signal amplifier circuit 2 and a signal filter circuit 3, the acceleration sensor 1 is connected to the signal amplifier circuit 2, the signal filter circuit 3 is connected to the AD conversion module 4, and the signal filter circuit 3 is a fourth-order Butterworth low pass filter.
如图3所示,所述的信号放大电路2,包括第一运算放大器U1、第一电阻R1、第二电阻R2、第三电阻R3、第四电阻R4、第一电容C1、第二电容C2、第三电容C3、第四电容C4、第五电容C5、第六电容C6和第七电容C7;第一运算放大器的正输入端分别与第一电阻R1、第三电容C3、第四电容C4的一端连接,负输入端分别与第二电阻R2一端、第五电容C5的一端、第四电容C4的另一端连接;第一电阻R1的另一端与加速度传感器的正输出端连接;第二电阻的R2另一端与加速度传感器的负输出端连接;第三电容C3的另一端、第四电容C4的另一端接地;第一电容C1、第二电容C2的一端接地,另一端接+5V电压;第一运算放大器U1的1号管脚接+5V电压,2号管脚接-5V电压,3号管脚分别与第三电阻R3、第四电阻R4的一端连接,4号和5号管脚接地;第四电阻R4的另一端接地;第三电阻R3的另一端与第一运算放大器U1的信号输出端连接,信号输出端还与信号滤波电路3连接;As shown in Figure 3, the signal amplifying circuit 2 includes a first operational amplifier U1, a first resistor R1, a second resistor R2, a third resistor R3, a fourth resistor R4, a first capacitor C1, and a second capacitor C2 , the third capacitor C3, the fourth capacitor C4, the fifth capacitor C5, the sixth capacitor C6 and the seventh capacitor C7; the positive input terminal of the first operational amplifier is respectively connected with the first resistor R1, the third capacitor C3, and the fourth capacitor C4 One end of the first resistor R1 is connected to the positive output end of the acceleration sensor; the negative input end is connected to one end of the second resistor R2, one end of the fifth capacitor C5, and the other end of the fourth capacitor C4; The other end of R2 is connected to the negative output end of the acceleration sensor; the other end of the third capacitor C3 and the other end of the fourth capacitor C4 are grounded; one end of the first capacitor C1 and the second capacitor C2 is grounded, and the other end is connected to +5V voltage; Pin 1 of the first operational amplifier U1 is connected to +5V voltage, pin 2 is connected to -5V voltage, pin 3 is respectively connected to one end of the third resistor R3 and fourth resistor R4, and pins 4 and 5 grounding; the other end of the fourth resistor R4 is grounded; the other end of the third resistor R3 is connected to the signal output terminal of the first operational amplifier U1, and the signal output terminal is also connected to the signal filter circuit 3;
通过对两个外部电阻R3和R4进行增益设置,稳定度远远高于采用单个电阻设置增益的仪表放大器,增益表达式为: The gain is set by two external resistors R3 and R4, and the stability is much higher than that of an instrumentation amplifier using a single resistor to set the gain. The gain expression is:
如图4所示,所述的信号滤波电路3,包括第二运算放大器U3、第三运算放大器U4、第五电阻R5、第六电阻R6、第七电阻R7、第八电阻R8、第八电容C8、第九电容C9、第十电容C10和第十一电容C11;第五电阻R5的一端与信号放大电路的第一运算放大器U1的信号输出端连接,另一端分别与第六电阻R6、第九电容C9的一端连接;第六电阻R6的另一端与第二运算放大器U2的正输入端连接;第二运算放大器U2的正输入端还与第八电容C8的一端连接;第八电容C8的另一端接地;第二运算放大器U2的负输入端与第二运算放大器U2的信号输出端连接;第二运算放大器U2的信号输出端还与第九电容C9的另一端、第七电阻R7的一端连接;第二运算放大器U2的1号管脚接+5V电压,2号管脚接-5V电压;第七电阻R7的另一端分别与第八电阻R8、第十一电容C11的一端连接;第八电阻R8的另一端分别与第三运算放大器U3的正输入端连接;第三运算放大器U3的正输入端还与第十电容C10的一端连接;第十电容C10的另一端接地;第三运算放大器U3的1号管脚接+5V电压,2号管脚接-5V电压;第三运算放大器U3的信号输出端分别与第十一电容C11的另一端、第三运算放大器U3的负输入端、AD转换模块4连接。As shown in Figure 4, the signal filtering circuit 3 includes a second operational amplifier U3, a third operational amplifier U4, a fifth resistor R5, a sixth resistor R6, a seventh resistor R7, an eighth resistor R8, and an eighth capacitor C8, the ninth capacitor C9, the tenth capacitor C10 and the eleventh capacitor C11; one end of the fifth resistor R5 is connected to the signal output end of the first operational amplifier U1 of the signal amplifying circuit, and the other end is respectively connected to the sixth resistor R6 and the first operational amplifier U1 One end of nine capacitors C9 is connected; the other end of the sixth resistor R6 is connected with the positive input of the second operational amplifier U2; the positive input of the second operational amplifier U2 is also connected with one end of the eighth capacitor C8; the eighth capacitor C8 The other end is grounded; the negative input end of the second operational amplifier U2 is connected with the signal output end of the second operational amplifier U2; the signal output end of the second operational amplifier U2 is also connected with the other end of the ninth capacitor C9 and one end of the seventh resistor R7 connection; the No. 1 pin of the second operational amplifier U2 is connected to +5V voltage, and the No. 2 pin is connected to -5V voltage; the other end of the seventh resistor R7 is respectively connected to one end of the eighth resistor R8 and the eleventh capacitor C11; The other ends of the eight resistors R8 are respectively connected to the positive input of the third operational amplifier U3; the positive input of the third operational amplifier U3 is also connected to one end of the tenth capacitor C10; the other end of the tenth capacitor C10 is grounded; the third operational The No. 1 pin of the amplifier U3 is connected to +5V voltage, and the No. 2 pin is connected to -5V voltage; the signal output terminal of the third operational amplifier U3 is respectively connected to the other end of the eleventh capacitor C11 and the negative input terminal of the third operational amplifier U3 , and the AD conversion module 4 is connected.
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111766298A (en) * | 2020-06-30 | 2020-10-13 | 武汉市工程科学技术研究院 | Novel anchor rod nondestructive testing method |
CN111765856A (en) * | 2020-06-18 | 2020-10-13 | 浙江化工工程地质勘察院有限公司 | Nondestructive detection device and method for effective anchoring depth of anchor rod |
CN113252782A (en) * | 2021-04-30 | 2021-08-13 | 国家电网有限公司 | Signal acquisition device and method for nondestructive testing of quality of multi-defect long anchor cable |
CN113686954A (en) * | 2021-07-14 | 2021-11-23 | 中国水利水电科学研究院 | A kind of excitation hammer for bolt stress wave detection and using method thereof |
CN114704304A (en) * | 2022-04-06 | 2022-07-05 | 河南理工大学 | Active support method for gob-side entry dynamic pressure zone and nondestructive monitoring device for roof separation |
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Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1793898A (en) * | 2005-12-09 | 2006-06-28 | 重庆大学 | Non destructive detection mothod used for anchor rod anchored system |
CN101650341A (en) * | 2009-07-16 | 2010-02-17 | 招商局重庆交通科研设计院有限公司 | Method for detecting anchoring quality of anchor rope and anchor rod based on reflection device embedded at bottom of hole in advance |
CN102175195A (en) * | 2011-03-16 | 2011-09-07 | 江苏中矿立兴能源科技有限公司 | Non-full-length bonding anchor length nondestructive testing method for coal mines |
CN102183226A (en) * | 2011-03-11 | 2011-09-14 | 石家庄铁道大学 | Anchor rod nondestructive testing method based on multi-source information fusion |
CN203337595U (en) * | 2013-05-20 | 2013-12-11 | 湖南大学 | A New Electrochemical Analyzer |
CN105232040A (en) * | 2015-09-29 | 2016-01-13 | 武汉工程大学 | Muscle fatigue detection system and method |
CN206378464U (en) * | 2017-01-20 | 2017-08-04 | 桂林电子科技大学 | A kind of anchor pole detection without damage equipment based on stress wave |
-
2017
- 2017-01-20 CN CN201710048370.6A patent/CN106855539A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1793898A (en) * | 2005-12-09 | 2006-06-28 | 重庆大学 | Non destructive detection mothod used for anchor rod anchored system |
CN101650341A (en) * | 2009-07-16 | 2010-02-17 | 招商局重庆交通科研设计院有限公司 | Method for detecting anchoring quality of anchor rope and anchor rod based on reflection device embedded at bottom of hole in advance |
CN102183226A (en) * | 2011-03-11 | 2011-09-14 | 石家庄铁道大学 | Anchor rod nondestructive testing method based on multi-source information fusion |
CN102175195A (en) * | 2011-03-16 | 2011-09-07 | 江苏中矿立兴能源科技有限公司 | Non-full-length bonding anchor length nondestructive testing method for coal mines |
CN203337595U (en) * | 2013-05-20 | 2013-12-11 | 湖南大学 | A New Electrochemical Analyzer |
CN105232040A (en) * | 2015-09-29 | 2016-01-13 | 武汉工程大学 | Muscle fatigue detection system and method |
CN206378464U (en) * | 2017-01-20 | 2017-08-04 | 桂林电子科技大学 | A kind of anchor pole detection without damage equipment based on stress wave |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111765856A (en) * | 2020-06-18 | 2020-10-13 | 浙江化工工程地质勘察院有限公司 | Nondestructive detection device and method for effective anchoring depth of anchor rod |
CN111766298A (en) * | 2020-06-30 | 2020-10-13 | 武汉市工程科学技术研究院 | Novel anchor rod nondestructive testing method |
CN113252782A (en) * | 2021-04-30 | 2021-08-13 | 国家电网有限公司 | Signal acquisition device and method for nondestructive testing of quality of multi-defect long anchor cable |
CN113686954A (en) * | 2021-07-14 | 2021-11-23 | 中国水利水电科学研究院 | A kind of excitation hammer for bolt stress wave detection and using method thereof |
CN113686954B (en) * | 2021-07-14 | 2022-11-22 | 中国水利水电科学研究院 | A small excitation hammer for bolt stress wave detection and its application method |
TWI805143B (en) * | 2021-12-21 | 2023-06-11 | 建國科技大學 | A hands-free mobile device capable of closely attaching sensing probes of stress wave to iron objects |
CN114704304A (en) * | 2022-04-06 | 2022-07-05 | 河南理工大学 | Active support method for gob-side entry dynamic pressure zone and nondestructive monitoring device for roof separation |
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