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 PDFInfo
- 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
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- anchor
- bolt
- acceleration
- force
- acceleration sensor
- Prior art date
Links
- 238000012360 testing method Methods 0.000 title claims abstract description 7
- 238000000034 method Methods 0.000 title description 8
- 239000011435 rock Substances 0.000 claims abstract description 11
- 238000012545 processing Methods 0.000 claims abstract description 8
- 230000001133 acceleration Effects 0.000 claims description 42
- 230000001066 destructive effect Effects 0.000 claims description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 230000033001 locomotion Effects 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 239000003245 coal Substances 0.000 claims description 7
- 238000013461 design Methods 0.000 claims description 6
- 238000009662 stress testing Methods 0.000 abstract 1
- 238000001514 detection method Methods 0.000 description 10
- 238000012544 monitoring process Methods 0.000 description 10
- 238000005516 engineering process Methods 0.000 description 5
- 238000004873 anchoring Methods 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 4
- 230000005284 excitation Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000010079 rubber tapping Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 238000005070 sampling Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000001186 cumulative effect Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 238000007586 pull-out test Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000001228 spectrum Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B47/00—Survey of boreholes or wells
- E21B47/007—Measuring stresses in a pipe string or casing
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/02—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection having means for indicating tension
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01L—MEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
- G01L1/00—Measuring force or stress, in general
- G01L1/10—Measuring 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;
Landscapes
- 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
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2006345338A AU2006345338B2 (en) | 2006-06-01 | 2006-12-22 | A random, nondestructive and dynamic testing apparatus and method of the stressed state of a roof bolt |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN200610040779.5 | 2006-06-01 | ||
CNA2006100407795A CN101082564A (en) | 2006-06-01 | 2006-06-01 | Stochastic nondestructive power detecting technology for detecting anchor rod pressure state |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2007137466A1 true WO2007137466A1 (en) | 2007-12-06 |
Family
ID=38778094
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/CN2006/003545 WO2007137466A1 (en) | 2006-06-01 | 2006-12-22 | A random, nondestructiv and dynamic testing apparatus and method of the stressed state of a roof bolt |
Country Status (3)
Country | Link |
---|---|
CN (1) | CN101082564A (en) |
AU (1) | AU2006345338B2 (en) |
WO (1) | WO2007137466A1 (en) |
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CN102278126A (en) * | 2011-04-29 | 2011-12-14 | 中铁第四勘察设计院集团有限公司 | Force testing method for connecting bolt of duct pieces in shield tunnel |
CN104111137A (en) * | 2014-08-11 | 2014-10-22 | 石家庄铁道大学 | Anchor rod bearing capacity prediction method based on cubic polynomial model |
CN106124401A (en) * | 2016-07-26 | 2016-11-16 | 山东科技大学 | Anchor pole bond strength testing method |
CN106289946A (en) * | 2016-08-25 | 2017-01-04 | 安徽理工大学 | A kind of anchor rod experiment vibrates detachment device with detachable simulation anchoring body |
CN106996302A (en) * | 2017-05-27 | 2017-08-01 | 河南理工大学 | Bore the integrated anchorage technology multi-function test stand of envelope note and its test method |
CN108106936A (en) * | 2017-12-18 | 2018-06-01 | 中国矿业大学 | The anchor pole rope working performance test device and method of fracturation and absciss layer are simulated based on electromagnetic action |
CN108279176A (en) * | 2018-03-12 | 2018-07-13 | 湖南科技大学 | Impact force action lower bolt Research on Mechanical Properties device and its application method |
CN108303332A (en) * | 2018-03-12 | 2018-07-20 | 湖南科技大学 | A kind of device and method of research prestressed anchor dynamic characteristics |
CN111551300A (en) * | 2020-05-12 | 2020-08-18 | 湖北兴业华德威安全信息技术股份有限公司 | Method for monitoring total anchoring force of whole-body type anchor rod by utilizing linear displacement sensor |
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CN102207404A (en) * | 2011-03-16 | 2011-10-05 | 江苏中矿立兴能源科技有限公司 | Non-destructive testing method for natural frequency of transverse vibration of non-fully grouted anchoring bolt in coal mine |
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- 2006-12-22 AU AU2006345338A patent/AU2006345338B2/en not_active Ceased
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Also Published As
Publication number | Publication date |
---|---|
AU2006345338A1 (en) | 2007-12-06 |
AU2006345338B2 (en) | 2010-06-17 |
CN101082564A (en) | 2007-12-05 |
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