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CN103104294B - Rock burst prediction method - Google Patents

Rock burst prediction method Download PDF

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CN103104294B
CN103104294B CN201310040211.3A CN201310040211A CN103104294B CN 103104294 B CN103104294 B CN 103104294B CN 201310040211 A CN201310040211 A CN 201310040211A CN 103104294 B CN103104294 B CN 103104294B
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CN103104294A (en
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李青锋
朱川曲
李树清
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Funing Jinyu Plastics Co ltd
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Hunan University of Science and Technology
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Abstract

本发明公开了一种冲击地压的预测方法。本发明采取在煤电钻(1)和钻杆(3)之间固接三维拾振连接套(2),由三维拾振连接套(2)同步采集钻进时钻杆的三维振动信号,该振动信号由三维拾振连接套(2)上的无线射频收发芯片(5)无线传输到信号收发机(6)上存储,每间隔时间T输出一个频谱曲线,记录每个频谱曲线的前8阶主振频率,输出每阶主振频率随钻孔深度或时间变化曲线,然后根据主振频率随钻孔深度或时间变化曲线的畸变点个数预测煤层的冲击地压倾向性,再结合钻屑量以及与钻孔时得到的振动曲线综合预测冲击地压。本发明将吸钻、卡钻和钻孔冲击现象数字化,大大提高了冲击地压预测的准确性。

The invention discloses a prediction method of rock burst. In the present invention, the three-dimensional vibration pickup connecting sleeve (2) is fixed between the coal electric drill (1) and the drill pipe (3), and the three-dimensional vibration signal of the drill pipe during drilling is collected synchronously by the three-dimensional vibration pickup connecting sleeve (2). The vibration signal is wirelessly transmitted to the signal transceiver (6) by the wireless radio frequency transceiver chip (5) on the three-dimensional vibration pickup connection sleeve (2) for storage, and a spectrum curve is output every interval T, and the first 8 of each spectrum curve is recorded output the main vibration frequency of each order with the drilling depth or time variation curve, and then predict the rockburst tendency of the coal seam according to the number of distortion points of the main vibration frequency with the drilling depth or time variation curve, and then combine the drilling The rockburst can be predicted comprehensively with the chip amount and the vibration curve obtained during drilling. The invention digitizes the phenomena of drill suction, drill sticking and drilling impact, and greatly improves the accuracy of rock burst prediction.

Description

一种冲击地压的预测方法A Prediction Method of Rock Burst

技术领域 technical field

本发明涉及一种矿山冲击地压或岩爆的预测方法。 The invention relates to a method for predicting rockburst or rockburst in mines.

背景技术 Background technique

冲击地压又称岩爆,是指井巷或工作面周围岩体,由于弹性变形能的瞬时释放而突然产生剧烈破坏的动力现象,常伴有煤岩体抛出、巨响及气浪等现象。它具有很大的破坏性,是煤矿重大灾害之一。冲击地压发生之前都有预兆,主要表现为:周期来压显现剧烈,切眼煤墙片帮,上下端头冒顶,顶板下沉速度增大;打卸压炮、卸压孔时存在卡钻和吸钻现象。 Rockburst, also known as rockburst, refers to the dynamic phenomenon of sudden violent destruction due to the instantaneous release of elastic deformation energy of the rock mass around the shaft or working face, often accompanied by throwing of coal and rock mass, loud noise and air waves, etc. Phenomenon. It is very destructive and is one of the major disasters in coal mines. There are omens before the occurrence of rock burst, the main manifestations are: severe periodic pressure, coal wall side cuts, top and bottom ends falling, roof sinking speed increases; drill stuck when drilling pressure relief guns and pressure relief holes and suction phenomenon.

一般情况下,冲击地压发生在采掘工作面的应力集中区。它的峰值越大,峰值位置距离煤壁越近,发生冲击地压的危险性越大。冲击地压发生前煤岩变形停滞,顶底板移动速度变缓,煤由工作面压出也变缓。受到压缩的煤层和发生变形的顶、底板以弹性变形的方式承受高压,并积存大量变形能。通过监测变形能变化引起的声发射和微震活动,就可能推断冲击危险程度。积存能量多,冲击危险性就大。如果是多次释放,则释放的规模小。如果是一次集中释放,则冲击强烈。 Generally, rock burst occurs in the stress concentration area of the mining face. The larger its peak value and the closer the peak position is to the coal wall, the greater the risk of rock burst. Before the rock burst occurs, the deformation of coal and rock stagnates, the moving speed of the roof and floor slows down, and the pressure of coal from the working face also slows down. The compressed coal seam and the deformed roof and floor are elastically deformed to withstand high pressure and accumulate a large amount of deformation energy. By monitoring acoustic emissions and microseismic activity caused by changes in deformation energy, it is possible to infer the impact hazard. The more accumulated energy, the greater the impact risk. If it is multiple releases, the scale of the releases is small. If it is a concentrated release, the impact is strong.

冲击地压的预测方法,除了以往的经验类比法外,大致可以分为两类。一类是以钻屑法为主的局部探测法,包括煤岩体变形观测法、煤岩体应力测量法、流动地音检测法、岩饼法等。这类方法主要用于探测采掘局部区段的冲击危险程度,并且简单易行、直观可靠,已经得到广泛应用。但这类方法的缺点是预测工作在时间、空间上不连续,费工费时。 The prediction methods of rock burst can be roughly divided into two categories besides the previous empirical analogy method. One is the local detection method based on the drilling cuttings method, including the deformation observation method of coal and rock mass, the stress measurement method of coal and rock mass, the mobile ground sound detection method, and the rock cake method. This type of method is mainly used to detect the degree of impact risk in local mining sections, and it is simple, intuitive and reliable, and has been widely used. But the disadvantage of this kind of method is that the prediction work is discontinuous in time and space, and it is labor-intensive and time-consuming.

第二类是系统监测方法,包括地音系统监测法和微震系统监测法,以及其他地球物理方法,如:电磁辐射、地温、地磁等。该类方法根据连续记录煤岩体内出现的动力现象预测冲击地压危险状态。所依据的基本条件是岩体结构的危险破坏过程,是以超前出现的一系列物理现象为信息。这类方法可以实现在空间和时间上的连续监测。但采用此方法维护管理较困难,分析数据和判定煤岩体的力学状态难度较大,需要经过长期试验,积累大量经验数据才可准确预测。 The second category is system monitoring methods, including geosound system monitoring method and microseismic system monitoring method, as well as other geophysical methods, such as: electromagnetic radiation, earth temperature, geomagnetism, etc. This type of method predicts the dangerous state of rock burst based on the continuous recording of dynamic phenomena in coal and rock bodies. The basic condition on which it is based is the dangerous failure process of the rock mass structure, and a series of physical phenomena appearing in advance are used as information. Such methods can realize continuous monitoring in space and time. However, it is difficult to maintain and manage using this method, and it is difficult to analyze data and determine the mechanical state of coal and rock mass. It requires long-term experiments and a large amount of empirical data to accurately predict.

因此,开发一种冲击地压钻杆动参数预测方法,在钻孔时采用拾振装置将这些振动现象记录下来,便可根据些振动现象的特征值判断是否有冲击危险性。或者将拾振装置采集到的信号作为钻屑法监测冲击矿压的主要指标从而提高钻屑法预测精度,对于提高煤矿安全预警度意义明显。 Therefore, a method for predicting the dynamic parameters of rockburst drill pipes is developed, and these vibration phenomena are recorded by using a vibration pickup device during drilling, and whether there is a risk of impact can be judged according to the characteristic values of these vibration phenomena. Or the signal collected by the vibration picking device can be used as the main indicator of rock burst monitoring by the cuttings method to improve the prediction accuracy of the cuttings method, which has obvious significance for improving the early warning degree of coal mine safety.

发明内容 Contents of the invention

 为了解决上述技术问题,本发明提供一种准确度高的冲击地压的预测方法。 In order to solve the above technical problems, the present invention provides a method for predicting rock burst with high accuracy.

本发明解决上述技术问题的技术方案包括以下步骤: The technical scheme that the present invention solves the problems of the technologies described above comprises the following steps:

1)连接检测装置:将三维拾振连接套的一端固接在钻杆上,确认三维拾振连接套与信号收发机间的信号收发送正常后,再将三维拾振连接套的另一端与煤电钻套接,开启煤电钻试运转; 1) Connection detection device: connect one end of the three-dimensional vibration pickup sleeve to the drill pipe, and after confirming that the signal transmission between the three-dimensional vibration pickup sleeve and the signal transceiver is normal, connect the other end of the three-dimensional vibration pickup sleeve to the drill pipe. The coal electric drill is socketed, and the coal electric drill is started for trial operation;

所述三维拾振连接套由三维加速度传感器和三维加速度传感器两端的连接装置Ⅰ和连接装置Ⅱ固定连接组成,所述三维加速度传感器的外壳上固接有无线射频收发芯片;信号收发机的外壳上固接有无线射频收发芯片,所述的连接装置Ⅰ与煤电钻套接,连接装置Ⅱ与钻杆固接。 The three-dimensional vibration pickup connecting sleeve is composed of a three-dimensional acceleration sensor and a connection device I and a connection device II at both ends of the three-dimensional acceleration sensor. A wireless radio frequency transceiver chip is fixedly connected, the connecting device I is socketed with the coal electric drill, and the connecting device II is fixedly connected with the drill pipe.

2)预钻孔:在非高应力集中区预钻孔1m并收集煤粉量,记录钻孔1m所需的时间,将该时间除以15取整得到频谱曲线输出间隔时间T;钻孔时三维加速度传感器同步采集钻进时钻杆的三维振动情况,三维加速度传感器外壳上固定的无线射频收发芯片Ⅰ将三维加速度传感器采集到的三向加速度信号传输到带有无线射频收发芯片Ⅱ的信号收发机上存储,存储在信号收发机上的数字信号经信号收发机上的频谱模块频谱变换后得到数字信号的主振频率并形成振动频谱曲线。 2) Pre-drilling: Pre-drill 1m in the non-high stress concentration area and collect the amount of coal powder, record the time required for drilling 1m, divide this time by 15 and round to get the output interval time T of the spectrum curve; when drilling The three-dimensional acceleration sensor synchronously collects the three-dimensional vibration of the drill pipe during drilling, and the wireless radio frequency transceiver chip Ⅰ fixed on the shell of the three-dimensional acceleration sensor transmits the three-dimensional acceleration signal collected by the three-dimensional acceleration sensor to the signal transceiver with the wireless radio frequency transceiver chip II On-board storage, the digital signal stored on the signal transceiver is transformed by the frequency spectrum module on the signal transceiver to obtain the main vibration frequency of the digital signal and form a vibration spectrum curve.

3)钻孔与信号采集:启动钻机钻孔,钻孔时三维加速度传感器同步采集钻进时钻杆的三维振动,将三向加速度信号通过无线射频收发芯片Ⅰ传输到信号收发机上存储,每间隔时间T输出一个频谱曲线,记录每个频谱曲线的前8阶主振频率,输出每阶主振频率随时间或钻孔深度变化曲线;每钻孔1m后停止钻进,并收集煤粉量。 3) Drilling and signal acquisition: Start the drilling rig to drill, and the three-dimensional acceleration sensor will synchronously collect the three-dimensional vibration of the drill pipe during drilling, and transmit the three-dimensional acceleration signal to the signal transceiver through the wireless radio frequency transceiver chip I for storage. Output a spectrum curve at time T , record the first 8 main vibration frequencies of each spectrum curve, and output the variation curve of each main vibration frequency with time or drilling depth; stop drilling after drilling 1m, and collect the amount of pulverized coal.

4)冲击地压的预测:对于没有冲击地压的正常钻进,钻杆的纵向振动和横向振动相当于两端简支的梁振动力学模型,而当卡钻时,相当于在梁中某点增加一个中间支座限制该点的径向位移,则卡钻时的横向振动频率会明显增加,即在“横向振动频率-钻孔深度”曲线表现出畸变;而当发生钻孔冲击时,钻杆纵向振动的端部条件发生改变,则钻孔冲击时的纵向振动频率也会明显增加,即在“纵向振动频率-钻孔深度”曲线同样表现出畸变; 4) Prediction of rockburst: For normal drilling without rockburst, the longitudinal and lateral vibrations of the drill pipe are equivalent to the vibration dynamics model of a simply supported beam at both ends, and when the drill is stuck, it is equivalent to a certain vibration in the beam. If an intermediate support is added to limit the radial displacement of the point, the lateral vibration frequency will increase significantly when the drill is stuck, that is, the curve of "lateral vibration frequency-drilling depth" will show distortion; and when drilling impact occurs, If the end conditions of the longitudinal vibration of the drill pipe change, the longitudinal vibration frequency will increase significantly during drilling impact, that is, the curve of "longitudinal vibration frequency-drilling depth" also shows distortion;

因此,根据步骤3)中主振频率随时间或钻孔深度变化曲线的畸变点个数可预测煤层的冲击地压倾向性,再结合钻屑量和步骤2)预钻孔时所得到的振动频谱曲线综合预测冲击地压。 Therefore, according to the number of distortion points of the main vibration frequency versus time or drilling depth variation curve in step 3), the rock burst tendency of the coal seam can be predicted, combined with the amount of drilling cuttings and the vibration obtained during pre-drilling in step 2) Spectrum curve comprehensive prediction of rock burst.

进一步的,步骤1)中所述的加速度传感器采用内置电荷放大器的压电式加速度传感器,钻杆采用麻花钻杆,煤电钻采用在高应力煤体中钻φ42~50mm钻孔时所需的煤电钻。 Further, the acceleration sensor described in step 1) adopts a piezoelectric acceleration sensor with a built-in charge amplifier, the drill pipe adopts a twist drill pipe, and the coal electric drill adopts the one required for drilling a φ42~50mm hole in a high-stress coal mass. coal drill.

本发明的有益效果是:根据钻屑量、钻杆横向主振频率和钻杆纵向主振频率等三个参数来预测煤体的冲击趋向性,将钻屑法中的辅助参数(吸钻、卡钻和钻孔冲击现象)数字化,避免了钻屑法施工中因操作人员漏记而造成对冲击地压漏判现象;同时,将钻进时钻杆振动的主振频率作为主要预测参数,大大提高了冲击地压预测的准确性。 The beneficial effect of the present invention is: according to three parameters such as drill cuttings amount, drill pipe transverse main vibration frequency and drill pipe longitudinal main vibration frequency to predict the impact tendency of the coal body, the auxiliary parameters in the cuttings method (suction drill, The digitization of drill sticking and drilling impact) avoids the phenomenon of missing ground pressure impact caused by the operator's omission in the drilling cuttings method construction; at the same time, the main vibration frequency of the drill pipe vibration during drilling is used as the main prediction parameter. The accuracy of rock burst prediction is greatly improved.

附图说明 Description of drawings

图1是本发明方法所采用装置的结构图。 Fig. 1 is a structural diagram of the device used in the method of the present invention.

图中:1、煤电钻,2、三维拾振连接套,3、麻花钻杆,4、钻头,5、无线射频收发芯片Ⅰ ,6、信号收发机,7、无线射频收发芯片Ⅱ,21、连接装置Ⅰ,22、三维加速度传感器,21、连接装置Ⅱ。 In the figure: 1. Coal electric drill, 2. Three-dimensional vibration pickup connecting sleeve, 3. Twist drill pipe, 4. Drill bit, 5. Radio frequency transceiver chip Ⅰ, 6. Signal transceiver, 7. Radio frequency transceiver chip Ⅱ, 21 . Connection device I, 22. Three-dimensional acceleration sensor, 21. Connection device II.

具体实施方式 Detailed ways

下面结合附图1和具体实施方式对本发明作进一步详细说明。 The present invention will be described in further detail below in conjunction with accompanying drawing 1 and specific embodiments.

一种冲击地压的预测方法,其步骤如下: A method for predicting rock burst, the steps are as follows:

1)连接检测装置:将三维拾振连接套2的一端固接在钻杆3上,确认三维拾振连接套2与信号收发机6间的信号收发送正常后,再将三维拾振连接套2的另一端与煤电钻1套接,开启煤电钻1试运转; 1) Connection detection device: connect one end of the three-dimensional vibration-picking connecting sleeve 2 to the drill pipe 3, and after confirming that the signal between the three-dimensional vibration-picking connecting sleeve 2 and the signal transceiver The other end of 2 is socketed with the coal electric drill 1, and the coal electric drill 1 is turned on for trial operation;

所述三维拾振连接套2由三维加速度传感器22和三维加速度传感器两端的连接装置Ⅰ 21和连接装置Ⅱ23固定连接组成,所述三维加速度传感器22内设有有无线射频收发芯片Ⅰ5;信号收发机6内设有无线射频收发芯片Ⅱ7,所述的连接装置Ⅰ 21与煤电钻1套接,连接装置Ⅱ23与钻杆3固接; The three-dimensional vibration pickup connecting sleeve 2 is composed of three-dimensional acceleration sensor 22 and connecting device I 21 and connecting device II 23 at both ends of the three-dimensional acceleration sensor. The three-dimensional acceleration sensor 22 is provided with a wireless radio frequency transceiver chip I5; 6 is provided with a wireless radio frequency transceiver chip II7, the connecting device I 21 is socketed with the coal electric drill 1, and the connecting device II 23 is fixedly connected with the drill pipe 3;

所述的加速度传感器22采用内置电荷放大器的压电式加速度传感器,钻杆3采用麻花钻杆,煤电钻采用在高应力煤体中钻φ42~50mm钻孔时所需的煤电钻。 The acceleration sensor 22 adopts a piezoelectric acceleration sensor with a built-in charge amplifier, the drill rod 3 adopts a twist drill rod, and the coal electric drill adopts a coal electric drill required for drilling a φ42-50mm hole in a high-stress coal mass.

2)预钻孔:在非高应力集中区预钻孔1m并收集煤粉量,记录钻孔1m所需的时间,将该时间除以15取整得到频谱曲线输出间隔时间T;钻孔时三维加速度传感器22同步采集钻进时钻杆3的三维振动情况,三维加速度传感器22外壳上固定的无线射频收发芯片Ⅰ5将三维加速度传感器22采集到的三向加速度信号传输到带有无线射频收发芯片Ⅱ7的信号收发机6上存储,存储在信号收发机6上的数字信号经信号收发机上的频谱模块频谱变换后得到数字信号的主振频率并形成振动频谱曲线。 2) Pre-drilling: Pre-drill 1m in the non-high stress concentration area and collect the amount of coal powder, record the time required for drilling 1m, divide this time by 15 and round to get the output interval time T of the spectrum curve; when drilling The three-dimensional acceleration sensor 22 synchronously collects the three-dimensional vibration situation of the drill pipe 3 when drilling, and the fixed wireless radio frequency transceiver chip I5 on the three-dimensional acceleration sensor 22 shell transmits the three-dimensional acceleration signal collected by the three-dimensional acceleration sensor 22 to the wireless radio frequency transceiver chip. II7 is stored on the signal transceiver 6, and the digital signal stored on the signal transceiver 6 is transformed by the frequency spectrum module on the signal transceiver to obtain the main vibration frequency of the digital signal and form a vibration spectrum curve.

3)钻孔与信号采集:首先根据采高的3.5倍取整确定钻孔深度并准备钻杆及螺纹型连接套,一切准备就绪后启动钻机钻孔,钻孔时三维加速度传感器22同步采集钻进时钻杆的三维振动,将三向加速度信号通过无线射频收发芯片Ⅰ 5传输到信号收发机6上存储,每间隔时间T输出一个频谱曲线,记录每个频谱曲线的前8阶主振频率,输出每阶主振频率随时间或钻孔深度变化曲线;每钻孔1m后停止钻进,并收集煤粉量; 3) Drilling and signal collection: First, determine the drilling depth according to 3.5 times the mining height and prepare the drill pipe and threaded connecting sleeve. After everything is ready, start the drilling rig to drill. When drilling, the three-dimensional acceleration sensor 22 synchronously collects the During the three-dimensional vibration of the drill pipe, the three-dimensional acceleration signal is transmitted to the signal transceiver 6 through the radio frequency transceiver chip I 5 for storage, and a spectrum curve is output every interval T , and the first 8 main vibration frequencies of each spectrum curve are recorded , output the change curve of the main vibration frequency of each order with time or drilling depth; stop drilling after drilling 1m, and collect the amount of coal powder;

4)冲击地压的预测:对于没有冲击地压的正常钻进,钻杆的纵向振动和横向振动相当于两端简支的梁振动力学模型,而当卡钻时,相当于在梁中某点增加一个中间支座限制该点的径向位移,则卡钻时的横向振动频率会明显增加,即在“横向振动频率-钻孔深度”曲线表现出畸变;而当发生钻孔冲击时,钻杆纵向振动的端部条件发生改变,则钻孔冲击时的纵向振动频率也会明显增加,即在“纵向振动频率-钻孔深度”曲线同样表现出畸变; 4) Prediction of rockburst: For normal drilling without rockburst, the longitudinal and lateral vibrations of the drill pipe are equivalent to the vibration dynamics model of a simply supported beam at both ends, and when the drill is stuck, it is equivalent to a certain vibration in the beam. If an intermediate support is added to limit the radial displacement of the point, the lateral vibration frequency will increase significantly when the drill is stuck, that is, the curve of "lateral vibration frequency-drilling depth" will show distortion; and when drilling impact occurs, If the end conditions of the longitudinal vibration of the drill pipe change, the longitudinal vibration frequency will increase significantly during drilling impact, that is, the curve of "longitudinal vibration frequency-drilling depth" also shows distortion;

因此,根据步骤3)中主振频率随时间或钻孔深度变化曲线的畸变点个数可预测煤层的冲击地压倾向性,再结合钻屑量和步骤2)预钻孔时所得到的振动频谱曲线综合预测冲击地压。 Therefore, according to the number of distortion points of the main vibration frequency versus time or drilling depth variation curve in step 3), the rock burst tendency of the coal seam can be predicted, combined with the amount of drilling cuttings and the vibration obtained during pre-drilling in step 2) Spectrum curve comprehensive prediction of rock burst.

Claims (4)

1. a Forecasting Methodology for bump, the steps include:
1) connect checkout gear: be fixed on drilling rod (3) by one end of three-dimensional pick-up adapter sleeve (2), the other end and electric coal drill (1) are socketed, open electric coal drill (1) test running;
Described three-dimensional pick-up adapter sleeve (2) is composed of a fixed connection by the linkage I (21) at three dimension acceleration sensor (22) and three dimension acceleration sensor two ends and linkage II (23), the shell of described three dimension acceleration sensor (22) is connected with radio transceiver chip I (5); The shell of signal transmitting and receiving machine (6) is connected with radio transceiver chip II (7);
2) prebored hole: collect coal dust amount at non-high stress concentration zone prebored hole 1m, the time of record boring needed for 1m, rounds this time divided by 15 and obtains the rumble spectrum curve output gap time t; The three-dimensional vibrating situation of drilling rod (3) when three dimension acceleration sensor (22) synchronous acquisition creeps into during boring, the three-dimensional acceleration signal that three dimension acceleration sensor (22) collects is transferred to the upper storage of signal transmitting and receiving machine (6) with radio transceiver chip II (7) by radio transceiver chip I (5), and the data signal be stored on signal transmitting and receiving machine (6) obtains the master oscillator frequenc of data signal and forms rumble spectrum curve after the spectrum block Spectrum Conversion on signal transmitting and receiving machine;
3) boring and signals collecting: start drill hole of drilling machine, the three-dimensional vibrating of drilling rod (3) when three dimension acceleration sensor (22) synchronous acquisition creeps into during boring, three-dimensional acceleration signal is transferred to the upper storage of signal transmitting and receiving machine (6), at interval of the time by radio transceiver chip I (5) texport a spectrum curve, record the front 8 rank master oscillator frequencs of each spectrum curve, export every rank master oscillator frequenc in time or drilling depth change curve; Often stop creeping into after boring 1m, and collect coal dust amount;
4) prediction of bump: according to master oscillator frequenc in step 3) in time or the bump-prone property in the measurable coal seam of distortion point number of drilling depth change curve, then in conjunction with coal powder quantity of bore and step 2) prebored hole time the rumble spectrum curve generalization predicting rock burst that obtains.
2. the Forecasting Methodology of a kind of bump as claimed in claim 1, the acceleration transducer (22) described in step 1) adopts the piezoelectric acceleration transducer of built-in charge amplifier.
3. the Forecasting Methodology of a kind of bump as claimed in claim 1, the drilling rod (3) described in step 1) adopts twist drill rods.
4. the Forecasting Methodology of a kind of bump as claimed in claim 1, the electric coal drill (1) described in step 1) adopts in high-stress coal, bores electric coal drill required when φ 42 ~ 50mm holes.
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