WO2007137466A1 - A random, nondestructiv and dynamic testing apparatus and method of the stressed state of a roof bolt - Google Patents

A random, nondestructiv and dynamic testing apparatus and method of the stressed state of a roof bolt Download PDF

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Publication number
WO2007137466A1
WO2007137466A1 PCT/CN2006/003545 CN2006003545W WO2007137466A1 WO 2007137466 A1 WO2007137466 A1 WO 2007137466A1 CN 2006003545 W CN2006003545 W CN 2006003545W WO 2007137466 A1 WO2007137466 A1 WO 2007137466A1
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WIPO (PCT)
Prior art keywords
anchor
bolt
acceleration
force
acceleration sensor
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Application number
PCT/CN2006/003545
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French (fr)
Chinese (zh)
Inventor
Xiexing Miao
Qingfeng Li
Jinhai Xu
Xianbiao Mao
Hao Qin
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China University Of Mining And Technology
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Application filed by China University Of Mining And Technology filed Critical China University Of Mining And Technology
Priority to AU2006345338A priority Critical patent/AU2006345338B2/en
Publication of WO2007137466A1 publication Critical patent/WO2007137466A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B47/00Survey of boreholes or wells
    • E21B47/007Measuring stresses in a pipe string or casing
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/02Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection having means for indicating tension
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01LMEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
    • G01L1/00Measuring force or stress, in general
    • G01L1/10Measuring force or stress, in general by measuring variations of frequency of stressed vibrating elements, e.g. of stressed strings

Definitions

  • the present invention relates to a random non-destructive dynamic detection technology for a state of stress applied to a bolt, and is particularly suitable for on-line monitoring of mine, tunnel, slope prestressed anchor, and anchor cable use state, and is also applicable to mines, tunnels, and slope anchors. , online monitoring of the state of use of the anchor cable.
  • Bolt support is widely used in the reinforcement and support of underground roadways and surrounding rock of slopes, especially the bolt support is widely used in coal mines. At present, the total footage of the annual roadway of state-owned coal mines in China is over 10 million meters. The amount of bolts used for support is more than 40 million.
  • One monitoring method is to use a deep-hole multi-point displacement meter, a displacement convergence meter, a roof separation indicator, etc. for displacement monitoring. Displacement is a cumulative effect of force, so this monitoring is delayed in time and has poor timeliness.
  • Another method of monitoring is to use force extraction, force-measuring bolts, pull gauges, steel chords, hydraulic pillow dynamometers, etc. for force detection. Torque pull force can only be estimated by testing the torque when the bolt is installed, and its accuracy is low.
  • the force measurement of the force-measuring anchor is to measure the stress state of the anchor rod in the surrounding rock through the special anchor rod with the strain gauge attached, and it is impossible to monitor the force of any ordinary bolt.
  • the steel string meter and the hydraulic pillow dynamometer measure the force between the surrounding rock and the pallet, and measure the stress state of the bolt according to the frequency of the steel string meter or the pressure of the hydraulic pillow after the bolt is stressed. It is also impossible to perform force monitoring on any one of the anchors.
  • the two types of force detection methods such as force-measuring anchor and pull-out meter, can only perform point detection, and can not perform surface inspection.
  • the pull-out measurement force is to use the hydraulic jack to perform the pull-out test to determine the anchor rod.
  • An object of the present invention is to provide a convenient, fast, and effective random non-destructive power detection technology for a state in which a bolt and a cable are stressed.
  • the random non-destructive power detecting device of the anchor state of the present invention comprises a computer data processing system, and further comprises an exciting force fastening device disposed on the exposed end of the anchor rod, and is fastened at the exposed end of the anchor rod
  • An acceleration sensor on the nut is connected with a signal acquisition intelligent measuring instrument on the acceleration sensor;
  • the exciting force fastening device is a shape steel, and the shape steel is provided with a hole that can be put on the anchor rod, and is also provided There is a screw hole at right angles to the bore.
  • the random non-destructive power detection technology of the stress state of the anchor rod of the invention is most suitable for online monitoring of the state of use of the bolt and the wrong cable of the mine, and is also applicable to the online monitoring of the use state of the anchor bolt of the tunnel and the slope.
  • An excitation force fastening device and an acceleration sensor connected to the signal acquisition intelligent motion tester are mounted on the exposed end of the anchor cable anchored in the rock (coal) body, and the anchor is applied by applying force to the excitation force fastening device
  • the anchor cable generates lateral vibration, and the signal is transmitted to the intelligent motion measuring instrument through the acceleration sensor.
  • the intelligent motion measuring instrument converts the received acceleration signal into a digital signal and stores it, and finally completes the anchor through computer data processing.
  • the random non-destructive power detecting device for the stress state of the anchor rod of the invention is mainly composed of an acceleration sensor 5, an exciting force fastening device 7, an intelligent motion measuring device 8 and a computer data processing system, and the exciting force fastening device 7 is fixed at the anchor
  • the acceleration sensor 5 is closely attached to the fastening nut 6 of the exposed end of the anchor through the magnetic seat, and the signal acquisition intelligent measuring instrument 8 is connected to the acceleration sensor 5 through the transmission line.
  • the accelerometer 5 adopts the Bzl05 type acceleration sensor produced by Rand Technology Co., Ltd.
  • the intelligent dynamic measuring instrument 8 adopts the JL-MG type intelligent motion measuring instrument produced by Changsheng Engineering Testing Technology Development Co., Ltd.
  • the exciting force fastening device 7 is A square steel, the square steel is provided with a hole for inserting on the anchor rod, and a screw hole is formed at a right angle to the hole to facilitate the fixing of the square steel by screws.
  • the random non-destructive power detecting method for the state of stress of the anchor rod of the present invention is to install the exciting force fastening device 7 on the exposed end of the anchor rod 1 anchored by the resin 2 in the coal body 3, and the exposed end of the anchor rod 1 is close to the tray 4
  • the acceleration nut 5 is mounted on the fastening nut 5, and the acceleration sensor 5 is connected with the signal acquisition intelligent measuring instrument 8; the striking force fastening device 7 fixed on the exposed end of the anchor 1 is struck, so that the anchor 1 generates a
  • the slight lateral vibration, the acceleration vibration of the anchor 1 is collected by the acceleration sensor 5 mounted on the fastening nut 6, and the acceleration signal collected by the acceleration sensor 5 is transmitted to the intelligent measuring instrument 8 through the transmission line, and the intelligent measuring instrument 8 Convert the received acceleration analog signal into an acceleration digital signal and store it, and finally All the collected data is input into the computer for arithmetic processing, and the vibration frequency and echo time of the acceleration wave of the force-bearing anchor 1 are obtained, and the pre-
  • the prestressed or working load is compared with the bolt anchoring force design value to determine the force state of the measured anchor.
  • the specific implementation steps are as follows - a. First, the excitation force fastening device 7 is installed on the exposed end of the anchor 1 to connect the 5 end of the B Z 105 type acceleration sensor to the side of the fastening nut on the exposed end of the anchor, one end and JL-MG type intelligent measuring instrument 8 is connected, as shown in Figure 1;
  • the intelligent measuring instrument 8 enters the parameter setting column, input the length and diameter of the measured anchor, set the high-pass filter to 10, the low-pass filter to 2000Hz, and the wave speed to 3500m/s ⁇ 5100 m/s, ⁇ The sample interval is 6 s;
  • the continuous Fourier transform value at a frequency of 0.5 Hz at 0 to 900 Hz is plotted, and the amplitude spectrum map is drawn.
  • the peak value of the spectrogram and the first 5 frequency values of the non-prestressed anchor are used to obtain the measured prestressed anchor.
  • a certain frequency value of the first 5th order frequency of the rod. g. Use formula (3): N n ( " + 2 to calculate the anchor
  • is the first main vibration frequency
  • 2 is the frequency order; is the non-prestressed frequency coefficient
  • ⁇ 2 is the prestressed frequency coefficient
  • _ is the length of the unanchor segment
  • the elastic modulus of the anchor is the elastic modulus of the anchor
  • Moment of inertia mass per unit length of the bolt
  • is the sampling frequency; is the number of points of the sample; is the time series of the acceleration signal;

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Geology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Physics & Mathematics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Geophysics (AREA)
  • General Physics & Mathematics (AREA)
  • Force Measurement Appropriate To Specific Purposes (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
  • Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)

Abstract

A random, nondestructive and dynamic testing method of the stressed state of a roof bolt includes arranging an exciting force fixture (7) on external end of the roof bolt (1) which is anchored in the rock, and mounting an accelerometer (5) on a fixing nut (6) of the external end of the roof bolt (1), connecting an intelligent and dynamic collecting tester (8) to the accelerometer (5), applying a force to the exciting force fixture (7) and making the roof bolt vibrate transversely, collecting accelerating signals of the vibration by the accelerometer (5) and transmitting to the intelligent and dynamic tester (8), transferring the received accelerating analog signals to digital signals and storing by the intelligent and dynamic tester (8), inputting the data finally to a computer and processing, then the pre-stress testing when the roof bolt is initially installed and the load testing of working state are accomplished.

Description

锚杆受力状态的随机无损动力检测技术  Random and non-destructive dynamic detection technology for bolt stress state
技术领域 本发明涉及锚杆受力状态的随机无损动力检测技术, 尤其适用于 矿山、 隧道、 边坡预应力锚杆、 锚索使用状态的在线监测, 也适用于 矿山、 隧道、 边坡锚杆、 锚索使用状态的在线监测。 背景技术 锚杆支护被广泛地应用于地下巷道以及边坡围岩的加固与支护中, 尤其在煤矿井下大量使用了锚杆支护, 目前我国国有煤矿年巷道总进尺 在 1000万米以上, 用于支护的锚杆用量高达 4000万根以上, 在这 4000万 根锚杆中有多少锚杆对地下巷道及边坡围岩起到加固作用, 谁也无法回 答。 事实上, 由于不同的锚杆或者距离很近的锚杆所承受的拉应力都会 因围岩性质和施工质量的差异而不同, 而且由于采矿过程中应力的重新 分布或地质运动, 同一根锚杆中的受力也会在服务期限内发生改变, 若 支护强度弱, 围岩不安全, 若支护强度过高, 会造成材料浪费, 因此非 常有必要对锚杆中的应力状态进行实时监控。 TECHNICAL FIELD The present invention relates to a random non-destructive dynamic detection technology for a state of stress applied to a bolt, and is particularly suitable for on-line monitoring of mine, tunnel, slope prestressed anchor, and anchor cable use state, and is also applicable to mines, tunnels, and slope anchors. , online monitoring of the state of use of the anchor cable. BACKGROUND OF THE INVENTION Bolt support is widely used in the reinforcement and support of underground roadways and surrounding rock of slopes, especially the bolt support is widely used in coal mines. At present, the total footage of the annual roadway of state-owned coal mines in China is over 10 million meters. The amount of bolts used for support is more than 40 million. How many anchors in the 40 million anchors can strengthen the underground roadway and the surrounding rock of the slope, no one can answer. In fact, the tensile stresses of different anchors or bolts that are close to each other will vary depending on the nature of the surrounding rock and the quality of the construction, and the same anchor will be due to the redistribution or geological movement of the stress during the mining process. The stress in the service will also change during the service period. If the support strength is weak, the surrounding rock is not safe. If the support strength is too high, material waste will be caused. Therefore, it is necessary to monitor the stress state in the anchor in real time. .
目前对锚杆的安全稳定性进行监测主要有两种方法。 一种监测方 法是利用深孔多点位移计、 位移收敛计、 顶板离层指示仪等进行位移 监测, 位移是力作用的累积效应, 因此这种监测在时间上是滞后的, 时效性差。 另一种监测方法是利用扭矩拔手、 测力锚杆、 拉拔计、 钢 弦计、 液压枕式测力计等进行受力检测。 扭矩拔手测力只能通过测试 锚杆安装时的扭矩来估算预紧力, 其准确率低。 测力锚杆测力是通过 贴有应变片的特殊锚杆测知这根锚杆在围岩内的受力状况, 不能对任 意一根普通锚杆进行受力监测。 钢弦计、 液压枕测力计测力是将它们 安装在围岩与托板之间, 根据锚杆受力后钢弦计的频率或液压枕的压 力来测知锚杆的受力状况,也不能实现对任意一根锚杆进行受力监测。 测力锚杆、 拉拔计这两种受力检测手段只能进行点检测, 并不能实行 面检测, 拉拔计测力是利用液压千斤顶进行拉拔试验来测定锚杆的锸 固力(最大承载能力), 无法检测锚杆的受力状态, 且这种检测手段既 费工又费时, 更重要的是这种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, 而且仅限于个别抽查。 发明内容 技术问题: 本发明的目的是提供一种方便、 快捷、 有效的锚杆、 锚索受力状态的随机无损动力检测技术。 At present, there are two main methods for monitoring the safety and stability of the anchor. One monitoring method is to use a deep-hole multi-point displacement meter, a displacement convergence meter, a roof separation indicator, etc. for displacement monitoring. Displacement is a cumulative effect of force, so this monitoring is delayed in time and has poor timeliness. Another method of monitoring is to use force extraction, force-measuring bolts, pull gauges, steel chords, hydraulic pillow dynamometers, etc. for force detection. Torque pull force can only be estimated by testing the torque when the bolt is installed, and its accuracy is low. The force measurement of the force-measuring anchor is to measure the stress state of the anchor rod in the surrounding rock through the special anchor rod with the strain gauge attached, and it is impossible to monitor the force of any ordinary bolt. The steel string meter and the hydraulic pillow dynamometer measure the force between the surrounding rock and the pallet, and measure the stress state of the bolt according to the frequency of the steel string meter or the pressure of the hydraulic pillow after the bolt is stressed. It is also impossible to perform force monitoring on any one of the anchors. The two types of force detection methods, such as force-measuring anchor and pull-out meter, can only perform point detection, and can not perform surface inspection. The pull-out measurement force is to use the hydraulic jack to perform the pull-out test to determine the anchor rod. The solid force (maximum load carrying capacity), the force state of the bolt cannot be detected, and the detection method is laborious and time consuming. More importantly, the detection means has a strong disturbance to the roadway reinforced by the anchor rod, and reduces The reinforcement effect of the anchor on the surrounding rock is limited to individual sampling. SUMMARY OF THE INVENTION Technical Problem: An object of the present invention is to provide a convenient, fast, and effective random non-destructive power detection technology for a state in which a bolt and a cable are stressed.
技术方案: 本发明的锚杆受力状态的随机无损动力检测装置, 它 包括计算机数据处理系统, 还包括设在锚杆外露端上的激振力紧固装 置、 设在锚杆外露端紧固螺母上的加速度传感器, 加速度传感器上连 接有一信号采集智能动测仪; 所述的激振力紧固装置为一形钢, 形钢 上设有一个可穿套在锚杆上的孔, 还设有一个与该孔径成直角并相通 的螺钉孔。  Technical Solution: The random non-destructive power detecting device of the anchor state of the present invention comprises a computer data processing system, and further comprises an exciting force fastening device disposed on the exposed end of the anchor rod, and is fastened at the exposed end of the anchor rod An acceleration sensor on the nut is connected with a signal acquisition intelligent measuring instrument on the acceleration sensor; the exciting force fastening device is a shape steel, and the shape steel is provided with a hole that can be put on the anchor rod, and is also provided There is a screw hole at right angles to the bore.
本发明的锚杆受力状态的随机无损动力检测方法,在锚固于岩 (煤) 体内的锚杆外露端上安装激振力紧固装置, 并在锚杆外露端的紧固螺 母上安装加速度传感器,在加速度传感器上连接信号采集智能动测仪; 对激振力紧固装置施加力, 使锚杆产生振动, 通过设在紧固螺母上的 加速度传感器采集錨杆振动加速度, 加速度传感器采集到的加速度信 号传输给智能动测仪, 智能动测仪将接收到的加速度模拟信号转换成 加速度数字信号并存储,将所采集到的数据输入计算机进行运算处理, 选出錨杆振动前 5阶频率中的任一阶频率及加速度波回波时间, 计算 出锚杆的预应力或工作载荷, 将所计算出的錨杆 1的预应力或工作载 荷大小与锚杆锚固力设计值相比较, 最终确定所测锚杆的受力状态。  The random non-destructive power detecting method for the state of stress of the anchor of the present invention is to install an exciting force fastening device on the exposed end of the anchor bolt anchored in the rock (coal) body, and install an acceleration sensor on the fastening nut of the exposed end of the bolt Connect the signal acquisition intelligent measuring instrument to the acceleration sensor; apply force to the exciting force fastening device to cause the anchor to vibrate, collect the vibration acceleration of the anchor through the acceleration sensor provided on the fastening nut, and collect the acceleration of the anchor The acceleration signal is transmitted to the intelligent motion measuring instrument. The intelligent motion measuring instrument converts the received acceleration analog signal into an acceleration digital signal and stores it, and inputs the collected data into a computer for arithmetic processing, and selects the 5th order frequency before the anchor vibration. Calculate the prestress or working load of the bolt, calculate the prestress or working load of the bolt, and compare the calculated prestress or working load of the anchor 1 with the design value of the anchor anchor force. The force state of the measured anchor.
有益效果: 本发明锚杆受力状态的随机无损动力检测技术, 最适 用于矿山锚杆、 错索使用状态的在线监测, 也适用于隧道、 边坡锚杆 锚索使用状态的在线监测。 在锚固于岩 (煤)体内的锚杆锚索外露端 上安装激振力紧固装置和与信号采集智能动测仪相连的加速度传感 器, 通过对激振力紧固装置施力, 使锚杆、 锚索产生横向振动, 通过 加速度传感器, 将信号传给智能动测仪, 智能动测仪将接收到的加速 度信号转换成数字信号并存储, 最后通过计算机数据处理, 完成锚杆 00 锚索初始安装时的预应力及工作状态时的载荷检测, 整个受力的全过 程在线监测、 非破损、 全面性, 可对任意一根锚杆受力进行无损动力 检测, 只要对锚杆锚索外露端敲击, 无需在锚杆锚索施工时安装任何 附加装置, 其操作简单, 使用方便、 快捷, 易于携带, 效果好, 具有 广泛的实用性。 附图说明 附图是本发明锚杆受力状态的随机无损动力检测装置结构示意 图。 Advantageous Effects: The random non-destructive power detection technology of the stress state of the anchor rod of the invention is most suitable for online monitoring of the state of use of the bolt and the wrong cable of the mine, and is also applicable to the online monitoring of the use state of the anchor bolt of the tunnel and the slope. An excitation force fastening device and an acceleration sensor connected to the signal acquisition intelligent motion tester are mounted on the exposed end of the anchor cable anchored in the rock (coal) body, and the anchor is applied by applying force to the excitation force fastening device The anchor cable generates lateral vibration, and the signal is transmitted to the intelligent motion measuring instrument through the acceleration sensor. The intelligent motion measuring instrument converts the received acceleration signal into a digital signal and stores it, and finally completes the anchor through computer data processing. 00 Pre-stress at the initial installation of the anchor cable and load detection during the working state, the whole process of the entire force is monitored online, non-destructive, comprehensive, and can be used for non-destructive dynamic testing of any one of the anchors, as long as the anchor The exposed end of the anchor cable knocks, no need to install any additional device when the anchor cable is constructed, the operation is simple, the use is convenient, fast, easy to carry, the effect is good, and has wide practicality. BRIEF DESCRIPTION OF THE DRAWINGS The accompanying drawings are schematic structural views of a random non-destructive power detecting device for the state of stress of the anchor of the present invention.
图中: 1-锚杆, 2-树脂, 3-煤体, 4-托盘, 5-加速度传感器, 6 - 紧固螺母, 7-激振力紧固装置, 8-智能动测仪。 具体实施方式  In the figure: 1-Bolt, 2-resin, 3-coal, 4-tray, 5-acceleration sensor, 6 - fastening nut, 7-exciting force fastening device, 8-intelligent dynamic measuring instrument. detailed description
下面结合附图对本发明的一个实施例作进一步的描述:  An embodiment of the present invention will be further described below with reference to the accompanying drawings:
本发明锚杆受力状态的随机无损动力检测装置, 主要由加速度传 感器 5、激振力紧固装置 7、智能动测仪 8和计算机数据处理系统构成, 激振力紧固装置 7固定在锚杆外露端, 加速度传感器 5通过磁性座紧 贴于锚杆外露端的紧固螺母 6上, 信号采集智能动测仪 8通过传输线 与加速度传感器 5相连接。 加速度传感器 5采用兰德科技有限责任公 司生产的 Bzl05型加速度传感器; 智能动测仪 8采用长盛工程检测技 术开发有限公司生产的 JL-MG型智能动测仪, 激振力紧固装置 7为一 方形钢, 方形钢上设有一个可穿套在锚杆上的孔, 还设有一个与该孔 径成直角并相通的螺钉孔, 便于螺钉固定方形钢。  The random non-destructive power detecting device for the stress state of the anchor rod of the invention is mainly composed of an acceleration sensor 5, an exciting force fastening device 7, an intelligent motion measuring device 8 and a computer data processing system, and the exciting force fastening device 7 is fixed at the anchor The exposed end of the rod, the acceleration sensor 5 is closely attached to the fastening nut 6 of the exposed end of the anchor through the magnetic seat, and the signal acquisition intelligent measuring instrument 8 is connected to the acceleration sensor 5 through the transmission line. The accelerometer 5 adopts the Bzl05 type acceleration sensor produced by Rand Technology Co., Ltd.; the intelligent dynamic measuring instrument 8 adopts the JL-MG type intelligent motion measuring instrument produced by Changsheng Engineering Testing Technology Development Co., Ltd., and the exciting force fastening device 7 is A square steel, the square steel is provided with a hole for inserting on the anchor rod, and a screw hole is formed at a right angle to the hole to facilitate the fixing of the square steel by screws.
本发明锚杆受力状态的随机无损动力检测方法,采用在煤体 3内 的树脂 2锚固的锚杆 1外露端上安装激振力紧固装置 7, 在錨杆 1外 露端紧靠托盘 4的紧固螺母 6上安装加速度传感器 5,加速度传感器 5 上连接有信号采集智能动测仪 8; 敲击固定在锚杆 1外露端上的激振 力紧固装置 7, 使锚杆 1产生一微小的横向振动, 通过安装在紧固螺 母 6上的加速度传感器 5采集锚杆 1微振动加速度, 由加速度传感器 5将采集到的加速度信号通过传输线传输给智能动测仪 8,智能动测仪 8将接收到的加速度模拟信号转换成加速度数字信号并存储, 最后将 所有采集到的数据输入计算机进行运算处理, 得出受力锚杆 1的加速 度波的振动频率和回波时间, 计算出锚杆 1的预应力或工作载荷, 将 所计算出的锚杆 1的预应力或工作载荷大小与锚杆锚固力设计值相比 较, 以此确定所测锚杆的受力状态。 具体实施步骤如下 - a. 首先在锚杆 1外露端头部安装激振力紧固装置 7, 将 BZ105 型加速度传感器 5—端与錨杆外露端上的紧固螺母侧面连接, 一端与 JL-MG型智能动测仪 8连接, 图 1所示; The random non-destructive power detecting method for the state of stress of the anchor rod of the present invention is to install the exciting force fastening device 7 on the exposed end of the anchor rod 1 anchored by the resin 2 in the coal body 3, and the exposed end of the anchor rod 1 is close to the tray 4 The acceleration nut 5 is mounted on the fastening nut 5, and the acceleration sensor 5 is connected with the signal acquisition intelligent measuring instrument 8; the striking force fastening device 7 fixed on the exposed end of the anchor 1 is struck, so that the anchor 1 generates a The slight lateral vibration, the acceleration vibration of the anchor 1 is collected by the acceleration sensor 5 mounted on the fastening nut 6, and the acceleration signal collected by the acceleration sensor 5 is transmitted to the intelligent measuring instrument 8 through the transmission line, and the intelligent measuring instrument 8 Convert the received acceleration analog signal into an acceleration digital signal and store it, and finally All the collected data is input into the computer for arithmetic processing, and the vibration frequency and echo time of the acceleration wave of the force-bearing anchor 1 are obtained, and the pre-stress or working load of the anchor 1 is calculated, and the calculated anchor 1 is calculated. The prestressed or working load is compared with the bolt anchoring force design value to determine the force state of the measured anchor. The specific implementation steps are as follows - a. First, the excitation force fastening device 7 is installed on the exposed end of the anchor 1 to connect the 5 end of the B Z 105 type acceleration sensor to the side of the fastening nut on the exposed end of the anchor, one end and JL-MG type intelligent measuring instrument 8 is connected, as shown in Figure 1;
b. 开启智能动测仪 8, 进入参数设置栏,输入所测锚杆的长度和 直径大小, 设定高通滤波为 10 , 低通滤波为 2000Hz, 波速为 3500m/s〜5100 m/s, 釆样间隔为 6 s;  b. Turn on the intelligent measuring instrument 8, enter the parameter setting column, input the length and diameter of the measured anchor, set the high-pass filter to 10, the low-pass filter to 2000Hz, and the wave speed to 3500m/s~5100 m/s, 釆The sample interval is 6 s;
c. 向激振力紧固装置 7横向敲击 3〜5次, 敲击力控制在 2kg左 右, 由 Bzl05型加速度传感器 5将每次敲击的加速度波及回波采集传 输给智能动测仪 8, 由智能动测仪 8将该加速度信号转换成数字信号 并存储;  c. Horizontally tapping the excitation force fastening device 7 3~5 times, the tapping force is controlled at about 2kg, and the acceleration wave and echo collection of each tapping is transmitted to the intelligent motion measuring instrument 8 by the Bzl05 type acceleration sensor 5. , the acceleration signal is converted into a digital signal by the smart measuring instrument 8 and stored;
d. 将所采集到的所有数据由仪器输入计算机, 选择所测波形中 两条相似波形中的任一条波形, 读取波形中入射波与同相反射波之间 的时间差值, 即可计算出锚杆未锚固段的长度; e.用公式 (1): fn = (" + ^)2 jg计算得出非预应力锚杆前五 d. Input all the collected data from the instrument into the computer, select one of the two similar waveforms in the measured waveform, and read the time difference between the incident wave and the in-phase reflected wave in the waveform to calculate The length of the un-anchor section of the anchor; e. Calculate the top five of the non-prestressed anchor using equation (1): f n = ( " + ^ ) 2 jg
21 m  21 m
阶的振动频率; (f) = -^∑ (t,)cos(2^/S ) The vibration frequency of the order; (f) = -^∑ (t,)cos(2^/S )
f.用公式 (2): ¾ (0</≤ ^:)计算 b(f) = ~∑x(tk)s^kf/SF) f. Use equation (2): 3⁄4 ( 0 </ ^ ^:) to calculate b(f) = ~∑x(t k )s^kf/SF)
iV k=Q iV k= Q
频率等间隔 0.5Hz在 0〜900Hz取值的连续富里叶变换值,绘制出幅值 频谱图, 由频谱图的峰值及非预应力锚杆的前 5阶频率值, 得出所测 预应力锚杆的前 5阶频率中某一阶频率值。 g.用公式 (3) : Nn (" + 2 即可计算出锚杆的 The continuous Fourier transform value at a frequency of 0.5 Hz at 0 to 900 Hz is plotted, and the amplitude spectrum map is drawn. The peak value of the spectrogram and the first 5 frequency values of the non-prestressed anchor are used to obtain the measured prestressed anchor. A certain frequency value of the first 5th order frequency of the rod. g. Use formula (3): N n ( " + 2 to calculate the anchor
(η + β2)2 I1 (η + β 2 ) 2 I 1
工作载荷, 将所计算出的锚杆的预应力或工作载荷大小与锚杆锚固力 设计值相比较,最终确定所测锚杆是否处于安全范围内,若所测锚杆工 作载荷大于锚固力设计值则为不安全, 则需加设锚杆锚固, 以保证锚 杆支护工程的安全使用; 若所测锚杆工作载荷小于锚固力设计值则为 安全, 不需要增设锚杆。 Working load, the calculated prestress or working load of the bolt and the anchoring force of the anchor Comparing the design values, it is finally determined whether the measured anchor is within the safe range. If the measured working load of the anchor is greater than the design value of the anchoring force, it is unsafe, and anchor bolting is needed to ensure the bolt support engineering. Safe to use; If the measured working load of the bolt is less than the design value of the anchoring force, it is safe, no need to add a bolt.
上述公式中: 为第 阶主振频率; 2为频率阶数; 为非预应 力频率系数; β 2为预应力频率系数; _为未锚固段长度; 锚杆的弹 性模量; 一锚杆的惯性矩; 一锚杆单位长度质量; ^为采样频率; 为釆样点数; 为加速度信号时间序列; 一锚杆工作载荷。  In the above formula: is the first main vibration frequency; 2 is the frequency order; is the non-prestressed frequency coefficient; β 2 is the prestressed frequency coefficient; _ is the length of the unanchor segment; the elastic modulus of the anchor; Moment of inertia; mass per unit length of the bolt; ^ is the sampling frequency; is the number of points of the sample; is the time series of the acceleration signal;

Claims

权 利 要 求 书 Claim
1. 锚杆受力状态的随机无损动力检测装置, 它包括计算机数据处理 系统,其特征在于:还包括设在锚杆(1 )外露端上的激振力紧固装置(7)、 设在锚杆外露端紧固螺母(6)上的加速度传感器(5), 加速度传感器(5) 上连接有一信号采集智能动测仪(8)。  1. A random non-destructive power detecting device for a state of stress of a bolt, comprising a computer data processing system, characterized in that it further comprises an exciting force fastening device (7) provided on the exposed end of the anchor rod (1), The acceleration sensor (5) on the exposed end of the bolt is fastened to the nut (6), and the signal acquisition intelligent measuring instrument (8) is connected to the acceleration sensor (5).
2. 根据权利要求 1所述的锚杆受力状态的随机无损动力检测装置, 其特征在于: 所述的激振力紧固装置 (7) 为一形钢, 形钢上设有一个可 穿套在锚杆上的孔, 还设有一个与该孔径成直角并相通的螺钉孔。  2. The random non-destructive power detecting device for a state of stress of a bolt according to claim 1, wherein: the exciting force fastening device (7) is a steel, and the steel is provided with a wearable The hole sleeved on the anchor rod is also provided with a screw hole at right angles to the aperture.
3. 锚杆受力状态的随机无损动力检测方法, 其特征在于: 在锚固于 岩 (煤)体内的锚杆(1 ) 外露端上安装激振力紧固装置 (7), 并在锚杆 3. A random non-destructive dynamic testing method for the stress state of the anchor, characterized in that: an exciting force fastening device (7) is mounted on the exposed end of the anchor (1) anchored in the rock (coal) body, and the anchor is
( 1 )外露端的紧固螺母(6)上安装加速度传感器(5), 在加速度传感器 (5)上连接信号采集智能动测仪(8); 对激振力紧固装置 (7)施加力, 使錨杆产生振动, 通过设在紧固螺母(6)上的加速度传感器(5)采集锚 杆振动加速度, 加速度传感器 (5)采集到的加速度信号传输给智能动测 仪 (8), 智能动测仪(8) 将接收到的加速度模拟信号转换成加速度数字 信号并存储, 将所采集到的数据输入计算机进行运算处理, 选出锚杆振动 前 5阶频率中任一阶频率及加速度波回波时间, 计算出锚杆的预应力或工 作载荷, 将所计算出的锚杆 (1 ) 的预应力或工作载荷大小与锚杆锚固力 设计值相比较, 最终确定所测锚杆的受力状态。 (1) The acceleration sensor (5) is attached to the fastening nut (6) of the exposed end, and the signal acquisition intelligent measuring instrument (8) is connected to the acceleration sensor (5); the force is applied to the exciting force fastening device (7), The anchor rod is vibrated, and the acceleration vibration of the anchor rod is collected by an acceleration sensor (5) provided on the fastening nut (6), and the acceleration signal collected by the acceleration sensor (5) is transmitted to the intelligent motion measuring instrument (8), intelligently moving The measuring instrument (8) converts the received acceleration analog signal into an acceleration digital signal and stores it, and inputs the collected data into a computer for arithmetic processing, and selects any frequency and acceleration wave back in the 5th order frequency before the anchor vibration. The wave time, calculate the prestress or working load of the bolt, compare the calculated prestress or working load of the bolt (1) with the design value of the anchor anchor force, and finally determine the force of the measured anchor. status.
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