Rock burst monitoring system based on pressure relief blasting

文档序号:4525 发布日期:2021-09-17 浏览:53次 中文

1. A rock burst monitoring system based on pressure relief blasting is characterized in that: the system comprises a ground control module arranged in a ground control center, a real-time monitoring module arranged in a roadway, a microprocessor and a monitoring vehicle body, wherein the real-time monitoring module and the ground control module mutually transmit information through a distributed information transmission module, the monitoring vehicle body slides on a transmission rail in the roadway body, and a supporting and protecting module is arranged on the upper surface of the monitoring vehicle body;

the supporting protection module comprises an arc-shaped inner supporting ring fixedly mounted on the upper surface of the monitoring vehicle body, a supporting arm is fixedly mounted on the extension of the arc-shaped inner supporting ring, a grouting anchor rod implanting device for implanting a grouting anchor rod is fixedly mounted on the side surface of the supporting arm, a wire conveying groove is fixedly mounted at the circle center of the arc-shaped inner supporting ring, the arc-shaped supporting plate is in concentric circle expansion movement, the circle centers of the arc-shaped supporting plate, the arc-shaped inner supporting ring and the wire conveying groove are always in the same position with the circle center of the roadway body, and the outer surface of the arc-shaped supporting plate is in contact with the rock surface.

2. The system for monitoring rock burst based on pressure relief blasting according to claim 1, wherein: the arc backup pad comprises a plurality of the same arcs, the side-mounting of arc has the side extension board, and is a plurality of the equal fixed mounting in internal surface of arc has the push rod, the outer fixed surface of arc inner support circle installs the support arm, the one end of keeping away from the arc of push rod slides in the inside of support arm, the interior bottom fixed mounting of support arm has compression spring, compression spring and support connection are passed through to the bottom of push rod.

3. A system for monitoring rock burst based on pressure relief blasting according to claim 2, characterized in that: the end part of the bottom end of the push rod is fixedly provided with a steel wire rope, one end, far away from the push rod, of the steel wire rope penetrates out of the supporting arm and penetrates through the middle of the wire conveying groove, a motor is fixedly arranged on the upper surface of the monitoring vehicle body and is located under the arc-shaped inner supporting ring, the output end of the motor is in transmission connection with a wire coil, and the end part, far away from the end of the push rod, of the steel wire rope is wound on the wire coil.

4. The system for monitoring rock burst based on pressure relief blasting according to claim 1, wherein: the utility model discloses a monitoring vehicle body, including monitoring automobile body, motor, rotation motor, the upper surface of monitoring automobile body and the side fixed mounting that is located a motor have rotation motor and circular guide rail, the spout has been seted up on circular guide rail's surface, the output transmission of rotation motor is connected with electromagnetic radiation monitor, it slides at the inside of spout to rotate the motor and drive electromagnetic radiation monitor.

5. The system for monitoring rock burst based on pressure relief blasting according to claim 1, wherein: the side fixed mounting of monitoring automobile body has the guard plate, the last fixed surface of monitoring automobile body installs sensor module, the front fixed mounting of monitoring automobile body has the controller, the controller control spout is in the violent position of directional electromagnetic radiation's pulse number change stop motion, controls grouting equipment simultaneously and to the slip casting stock slip casting on this position.

6. The system for monitoring rock burst based on pressure relief blasting according to claim 1, wherein: the ground control module includes:

a moving vehicle body control unit: the device is used for controlling and monitoring the movement of the vehicle body to ensure that the vehicle body is just positioned in a roadway plane for pressure relief blasting;

a supporting device control unit: the supporting and protecting module is used for controlling the supporting and protecting module to support and protect the roadway plane subjected to pressure relief blasting;

grouting equipment control unit: the grouting equipment is used for controlling grouting equipment to perform grouting on a grouting anchor rod on the rock surface at the position where the rock burst is generated;

an alarm unit: the early warning device is used for early warning the formation of rock burst;

a blasting device control unit: the control system is used for controlling the loading amount of the blasting equipment, so that the threat generated in the pressure relief process is minimized.

7. The system for monitoring rock burst based on pressure relief blasting according to claim 1, wherein: the real-time monitoring module comprises:

roadway hydrological monitoring unit: the hydrological information monitoring system is used for monitoring hydrological information in the tunnel;

roadway gas monitoring unit: the system is used for monitoring toxic and harmful gas in the tunnel;

roadway surrounding rock earthquake sound monitoring unit: the system is used for monitoring the ground sound information in the roadway blasting plane;

roadway blasting information acquisition unit: the system is used for acquiring blasting quality information of a blasting position after blasting;

roadway surrounding rock electromagnetic monitoring unit: the system is used for monitoring the intensity amplitude and the pulse frequency of the electromagnetic radiation signal after blasting;

roadway stress monitoring unit: the method is used for monitoring the stress intensity of each point of the blasting roadway plane in real time.

8. The system for monitoring rock burst based on pressure relief blasting according to claim 1, wherein: the microprocessor carries out data processing on the information acquired by the real-time monitoring equipment, and further provides a basis for the judgment of the ground control module.

Background

As is known, for a roadway suffering from rock burst, because the original stress balance is broken, a new balance point needs to be found for stress, at this time, because the external stress (energy) is far larger than the limit stress state of surrounding rocks, a large stress difference exists between deep rock masses and shallow surrounding rocks of the roadway, deep rock mass stress has a tendency of pressing and finally tending to balance towards the shallow surrounding rocks, which is particularly shown in that the roadway has obvious mine pressure, and the roadway shrinks and deforms along with the throwing of a large amount of coal (mine) and rock fragments, so that strain energy is released until the roadway collapses and the stress tends to balance, the rock burst is a dynamic disaster phenomenon occurring in a coal rock mass stratum, and is a result of rapid fracture of rock coal bodies under the comprehensive actions of internal and external physical mechanical changes and stress, and is a typical irreversible energy dissipation process. In these power processes, the energy obtained from the outside of the coal-rock mass and stored energy during formation can be released and dissipated in various forms, such as elastic energy, kinetic energy, expansion energy of compressed gas, thermal energy, and the like. The great destructiveness of the impact mine pressure is that a large amount of energy is released instantaneously from the coal rock mass;

the method mainly comprises the following steps of taking measures for treating the impact mine pressure from two aspects of strategic defense and active danger relief, wherein the strategic defense mainly comprises a mining release layer, selecting a proper mining sequence, a mining method and a coal mining process when mining design is carried out, mining a coal bed without impact danger firstly, striving to eliminate factors forming the impact mine pressure, and the active danger relief measures for impacting the mine pressure mainly comprise methods such as pressure relief blasting, coal bed water injection, drilling pressure relief, directional crack method and the like;

the pressure-relief blasting method can release elastic energy accumulated in the coal body to the maximum extent, and a pressure-relief damage area is formed near the coal slope, so that a pressure rise area is transferred to the deep part of the coal body; the reasonable arrangement and the reasonable charging amount of the vibration blasting not only form rock mass vibration, but also form a loosening zone of the coal body to a certain extent, and the coal falling is convenient; the detonation wave (stress wave) formed by explosive explosion is superposed with the pressure formed by mining, and exceeds the limit state, so that the pressure of a rock body is relieved or the pressure of an impact mine is triggered, and researches show that: the electromagnetic radiation is the result that heterogeneous materials such as coal bodies and the like deform and break under the loading condition, and is formed by the variable speed movement of charged particles formed in the charge migration and crack expansion processes caused by the non-uniform variable speed deformation of each part of the coal bodies, experiments show that when various coal-rock concrete rheological fractures, broadband electromagnetic radiation is generated, is sensitive to an acoustic emission signal and has a Kaiser memory effect, the electromagnetic radiation signal can reflect the degree and the speed of the coal-rock body fracture, the main recording indexes comprise the intensity amplitude and the pulse frequency of the electromagnetic radiation signal, and within 30 minutes after pressure relief blasting, if the pulse number of the electromagnetic radiation changes violently, the deformation and the fracture in the coal wall are violent in the period, the impact mine pressure is likely to occur, so that the pressure relief process of the pressure relief blasting mode for the impact mine pressure has great danger, and the danger signal existing in the pressure relief process of the pressure relief mode for the pressure relief for the impact mine pressure cannot be performed by the prior art Effective monitoring, effective evaluation and effective treatment;

for this reason, we have made extensive studies to propose a rock burst monitoring system based on pressure relief blasting.

Disclosure of Invention

The invention mainly aims to provide a rock burst monitoring system based on pressure relief blasting, wherein a monitoring vehicle body is arranged in a roadway body, the monitoring vehicle body runs to a blasting position, a motor drives a wire coil to rotate to release a steel wire rope, an arc-shaped supporting plate performs concentric circle expansion movement under the action of a push rod and a compression spring, and the circle centers of the arc-shaped supporting plate, an arc-shaped inner supporting ring and a coil are located at the same position, so that the arc-shaped supporting plate is in close contact with the blasting roadway surface to provide elastic support for the blasting surface, and a grouting anchor rod implanting device implants a grouting anchor rod into a rock mass through an anchor rod port to form an elastic homogeneous whole with the arc-shaped supporting plate and the rock mass, thereby buffering the accident of collapse of the blasting roadway surface caused by over severe pressure relief blasting; the rotating motor drives the sliding groove to move around on the outer surface of the circular guide rail through the connecting rod so as to comprehensively detect broadband electromagnetic radiation signals in a roadway blasting plane, accurately position the position generated by impact low pressure, and the controller controls the grouting equipment control unit to quickly grout the grouting anchor rod driven into the position so as to bond broken rock masses in a rock wall, so that dangerous signals existing in the pressure relief blasting process of the mode of pressure relief blasting on impact mine pressure are accurately detected and can be quickly repaired, and the rotating motor has better safety and can effectively solve the problems in the background technology.

In order to achieve the purpose, the invention adopts the technical scheme that: the invention aims to provide a rock burst monitoring system based on pressure relief blasting.

A rock burst monitoring system based on pressure relief blasting comprises a ground control module arranged in a ground control center, a real-time monitoring module arranged in a roadway, a microprocessor and a monitoring vehicle body, wherein the real-time monitoring module and the ground control module mutually transmit information through a distributed information transmission module, the monitoring vehicle body slides on a transmission rail in the roadway body, and a supporting and protecting module is arranged on the upper surface of the monitoring vehicle body;

the supporting protection module comprises an arc-shaped inner supporting ring fixedly mounted on the upper surface of the monitoring vehicle body, a supporting arm is fixedly mounted on the extension of the arc-shaped inner supporting ring, a grouting anchor rod implanting device for implanting a grouting anchor rod is fixedly mounted on the side surface of the supporting arm, a wire conveying groove is fixedly mounted at the circle center of the arc-shaped inner supporting ring, the arc-shaped supporting plate is in concentric circle expansion movement, the circle centers of the arc-shaped supporting plate, the arc-shaped inner supporting ring and the wire conveying groove are always in the same position with the circle center of the roadway body, and the outer surface of the arc-shaped supporting plate is in contact with the rock surface.

The invention is further improved in that the arc-shaped supporting plate is composed of a plurality of identical arc-shaped plates, side extension plates are installed on the side faces of the arc-shaped plates, push rods are fixedly installed on the inner surfaces of the arc-shaped plates, supporting arms are fixedly installed on the outer surfaces of the arc-shaped inner supporting rings, one ends, far away from the arc-shaped plates, of the push rods slide in the supporting arms, compression springs are fixedly installed at the inner bottom of the supporting arms, and the bottoms of the push rods are connected with the supporting arms through the compression springs.

The improved structure of the automobile body is characterized in that a steel wire rope is fixedly mounted at the end part of the bottom end of the push rod, one end of the steel wire rope, far away from the push rod, penetrates through the support arm and penetrates through the middle part of the wire conveying groove, a first motor is fixedly mounted on the upper surface of the monitoring automobile body and is positioned right below the arc-shaped inner support ring, the output end of the first motor is in transmission connection with a wire coil, and the end part of the steel wire rope, far away from the end of the push rod, is encircled on the wire coil.

Like this a motor drives the drum and rotates, release wire rope, the arc backup pad carries out concentric circles expanding motion under push rod and compression spring's effect, and the arc backup pad, the centre of a circle of arc inner support circle and line transfer groove is located the same position, make arc backup pad and blasting tunnel face in close contact with like this, in order to provide elastic support to the blasting face, slip casting stock implantation equipment passes the slip casting stock with the slip casting stock and implants in the mouth and implant the rock mass simultaneously, make arc backup pad and rock mass constitute elasticity homogeneity whole, and then the buffering is too violent to cause the accident of collapsing of blasting tunnel face because of the pressure release blasting.

The invention is further improved in that a rotating motor and a circular guide rail are fixedly mounted on the upper surface of the monitoring vehicle body and positioned on the side surface of the first motor, a sliding groove is formed in the surface of the circular guide rail, an electromagnetic radiation monitoring probe is connected to the output end of the rotating motor in a transmission mode, and the rotating motor drives the electromagnetic radiation monitoring probe to slide in the sliding groove.

The invention is further improved in that a protection plate is fixedly arranged on the side surface of the monitoring vehicle body, a sensor module is fixedly arranged on the upper surface of the monitoring vehicle body, a controller is fixedly arranged on the front surface of the monitoring vehicle body, the controller controls the chute to stop moving at a position where the pulse number of the electromagnetic radiation changes severely, and controls grouting equipment to perform grouting on a grouting anchor rod at the position.

The dangerous signal that produces like this to the pressure release in-process carries out accurate detection and fixed point restoration, the motor is rotated and is driven the spout through the connecting rod and do the surrounding movement in order to carry out comprehensive detection to the wide band electromagnetic radiation signal in the tunnel blasting plane at circular guide rail's surface, pinpoint the position that the rock burst produced, and the slip casting equipment control unit of controller control carries out quick slip casting to the slip casting stock that this position was squeezed into to broken rock mass in the bonding cliff, the dangerous signal that exists like this carries out the mode pressure release blasting to the rock burst carries out accurately to detect and can restore fast, has better security.

In a further development of the invention, the ground control module comprises:

a moving vehicle body control unit: the device is used for controlling and monitoring the movement of the vehicle body to ensure that the vehicle body is just positioned in a roadway plane for pressure relief blasting;

a supporting device control unit: the supporting and protecting module is used for controlling the supporting and protecting module to support and protect the roadway plane subjected to pressure relief blasting;

grouting equipment control unit: the grouting equipment is used for controlling grouting equipment to perform grouting on a grouting anchor rod on the rock surface at the position where the rock burst is generated;

an alarm unit: the early warning device is used for early warning the formation of rock burst;

a blasting device control unit: the control system is used for controlling the loading amount of the blasting equipment, so that the threat generated in the pressure relief process is minimized.

In a further development of the invention, the real-time monitoring module comprises:

roadway hydrological monitoring unit: the hydrological information monitoring system is used for monitoring hydrological information in the tunnel;

roadway gas monitoring unit: the system is used for monitoring toxic and harmful gas in the tunnel;

roadway surrounding rock earthquake sound monitoring unit: the system is used for monitoring the ground sound information in the roadway blasting plane;

roadway blasting information acquisition unit: the system is used for acquiring blasting quality information of a blasting position after blasting;

roadway surrounding rock electromagnetic monitoring unit: the system is used for monitoring the intensity amplitude and the pulse frequency of the electromagnetic radiation signal after blasting;

roadway stress monitoring unit: the stress intensity monitoring system is used for monitoring the stress intensity of each point of the blasting roadway plane in real time;

thus, various information of the roadway blasting plane is collected.

The invention has the further improvement that the microprocessor carries out data processing on the information acquired by the real-time monitoring equipment so as to provide a basis for the judgment of the ground control module.

Compared with the prior art, the invention has the following beneficial effects:

1. through the monitoring automobile body that sets up at tunnel body inside, the monitoring automobile body traveles to the blasting position, a motor drives the drum and rotates, release wire rope, the arc backup pad carries out concentric circles expanding motion under push rod and compression spring's effect, and the arc backup pad, the centre of a circle of arc inner support circle and line transfer tank is located the same position, make arc backup pad and blasting tunnel face in close contact with like this, provide elastic support with the blasting face, simultaneously slip casting stock implantation equipment passes the stock with the slip casting stock and implants in the mouth and implant the rock mass, it is whole to make arc backup pad and rock mass constitute elasticity homogeneity, and then the buffering is too violent to cause the blasting tunnel face accident of collapsing because of the pressure release blasting.

2. The rotating motor drives the sliding groove to move around on the outer surface of the circular guide rail through the connecting rod so as to comprehensively detect broadband electromagnetic radiation signals in a roadway blasting plane, accurately position the position generated by rock burst, and the controller controls the grouting equipment control unit to quickly grout the grouting anchor rod driven into the position so as to bond broken rock masses in rock walls, so that dangerous signals existing in the pressure relief blasting mode of the rock burst can be accurately detected and quickly repaired, and the safety is good.

Drawings

Fig. 1 is a schematic diagram of a roadway body to which a rock burst monitoring system based on pressure-relief blasting is applied.

Fig. 2 is a schematic structural diagram of a monitoring vehicle body of the rock burst monitoring system based on pressure relief blasting.

Fig. 3 is a schematic view of a supporting and protecting module of a system for monitoring rock burst based on pressure relief blasting according to the present invention.

Fig. 4 is an enlarged schematic view a of fig. 2 of a system for monitoring rock burst based on pressure relief blasting according to the present invention.

Fig. 5 is a schematic diagram of an overall system of a system for monitoring rock burst based on pressure relief blasting according to the present invention.

In the figure: 1. a roadway body; 2. a transfer rail; 3. monitoring the vehicle body; 4. a protection plate; 5. a sensor module; 6. supporting the protection module; 7. a surrounding rock electromagnetic monitoring module; 8. a controller; 9. grouting anchor rod implanting equipment; 10. a first motor; 11. wire coils; 601. an arc inner support ring; 602. a support arm; 603. an arc-shaped support plate; 604. a wire transfer slot; 605. implanting an anchor rod into the opening; 606. a wire rope; 607. a side extension plate; 608. a push rod; 609. a compression spring; 701. rotating the motor; 702. a circular guide rail; 703. a chute; 704. an electromagnetic radiation monitoring probe.

Detailed Description

Example 1

As shown in fig. 1-5, a system for monitoring rock burst based on pressure relief blasting comprises a ground control module arranged in a ground control center, a real-time monitoring module arranged in a roadway, a microprocessor and a monitoring vehicle body (3), wherein the real-time monitoring module and the ground control module are communicated with each other through a distributed information transmission module, the monitoring vehicle body (3) slides on a transmission rail (2) in the roadway body (1), and a supporting protection module (6) is arranged on the upper surface of the monitoring vehicle body (3);

wherein, support protection module (6) and include arc inner support circle (601) of fixed mounting at monitoring automobile body (3) upper surface, the epitaxial fixed mounting of arc inner support circle (601) has support arm (602), the side fixed mounting of support arm (602) has carries out slip casting stock implantation equipment (9) of implanting to the slip casting stock, the centre of a circle department fixed mounting of arc inner support circle (601) has wired transfer tank (604), arc backup pad (603) are concentric circles expansion motion, arc backup pad (603), the centre of a circle of arc inner support circle (601) and line transfer tank (604) is in the same position with the centre of a circle of tunnel body (1) all the time, the surface and the rock face contact of arc backup pad (603).

In this embodiment, arc backup pad (603) comprises a plurality of the same arcs, side extension plate (607) is installed to the side of arc, the equal fixed mounting in internal surface of a plurality of arcs has push rod (608), the outer fixed surface of arc inner support circle (601) installs support arm (602), the one end of keeping away from the arc of push rod (608) slides in the inside of support arm (602), the interior bottom fixed mounting of support arm (602) has compression spring (609), the bottom of push rod (608) is passed through compression spring (609) and is connected with support arm (602).

In this embodiment, a steel wire rope (606) is fixedly installed at the end of the bottom end of the push rod (608), one end, far away from the push rod (608), of the steel wire rope (606) penetrates through the support arm (602) and penetrates through the middle of the wire conveying groove (604), a motor (10) is fixedly installed on the upper surface of the monitoring vehicle body (3) and located under the arc-shaped inner support ring (601), a wire coil (11) is connected to the output end of the motor (10) in a transmission mode, and the end, far away from the end of the push rod (608), of the steel wire rope (606) is wound on the wire coil (11) in a surrounding mode.

In this embodiment, the side fixed mounting who monitors the upper surface of automobile body (3) and be located a motor (10) has rotating motor (701) and circular guide rail (702), and spout (703) have been seted up on the surface of circular guide rail (702), and the output transmission of rotating motor (701) is connected with electromagnetic radiation monitoring probe (704), and rotating motor (701) drives electromagnetic radiation monitoring probe (704) and slides in the inside of spout (703).

In this embodiment, the side fixed mounting of monitoring automobile body (3) has guard plate (4), and the last fixed surface of monitoring automobile body (3) installs sensor module (5), and the positive fixed mounting of monitoring automobile body (3) has controller (8), and controller (8) control spout (703) stop motion on the violent position of directional electromagnetic radiation's pulse number change, control slip casting equipment simultaneously to the slip casting stock slip casting on this position.

In this embodiment, the ground control module includes:

a moving vehicle body control unit: the device is used for controlling and monitoring the movement of the vehicle body (3) to enable the vehicle body to be just positioned in a roadway plane of pressure relief blasting;

a supporting device control unit: the supporting and protecting module (6) is used for controlling to support and protect the roadway plane subjected to pressure relief blasting;

grouting equipment control unit: the grouting equipment is used for controlling grouting equipment to perform grouting on a grouting anchor rod on the rock surface at the position where the rock burst is generated;

an alarm unit: the early warning device is used for early warning the formation of rock burst;

a blasting device control unit: the control system is used for controlling the loading amount of the blasting equipment, so that the threat generated in the pressure relief process is minimized.

In this embodiment, the real-time monitoring module includes:

roadway hydrological monitoring unit: the hydrological information monitoring system is used for monitoring hydrological information in the tunnel;

roadway gas monitoring unit: the system is used for monitoring toxic and harmful gas in the tunnel;

roadway surrounding rock earthquake sound monitoring unit: the system is used for monitoring the ground sound information in the roadway blasting plane;

roadway blasting information acquisition unit: the system is used for acquiring blasting quality information of a blasting position after blasting;

roadway surrounding rock electromagnetic monitoring unit: the system is used for monitoring the intensity amplitude and the pulse frequency of the electromagnetic radiation signal after blasting;

roadway stress monitoring unit: the stress intensity monitoring system is used for monitoring the stress intensity of each point of the blasting roadway plane in real time;

thus, various information of the roadway blasting plane is collected.

In this embodiment, the microprocessor performs data processing on the information collected by the real-time monitoring device, so as to provide a basis for the judgment of the ground control module.

The embodiment can realize that: through monitoring automobile body (3) at inside setting of tunnel body (1), monitoring automobile body (3) travel to the blasting position, motor (10) one number drives drum (11) and rotates, release wire rope (606), arc backup pad (603) carry out concentric circles expanding motion under push rod (608) and compression spring (609), and arc backup pad (603), the centre of a circle of arc inner support ring (601) and line transfer groove (604) is located the same position, make arc backup pad (603) and blasting lane face in close contact with like this, provide elastic support to the blasting face, slip casting stock is implanted equipment (9) and is passed the stock and implants mouth (605) and implant in the rock mass simultaneously, make arc backup pad (603) and rock mass constitute the elasticity homogeneity whole, and then because of the too violent blasting initiation blasting face collapse accident of pressure release.

Example 2

As shown in fig. 1-5, a system for monitoring rock burst based on pressure relief blasting comprises a ground control module arranged in a ground control center, a real-time monitoring module arranged in a roadway, a microprocessor and a monitoring vehicle body (3), wherein the real-time monitoring module and the ground control module are communicated with each other through a distributed information transmission module, the monitoring vehicle body (3) slides on a transmission rail (2) in the roadway body (1), and a supporting protection module (6) is arranged on the upper surface of the monitoring vehicle body (3);

wherein, support protection module (6) and include arc inner support circle (601) of fixed mounting at monitoring automobile body (3) upper surface, the epitaxial fixed mounting of arc inner support circle (601) has support arm (602), the side fixed mounting of support arm (602) has carries out slip casting stock implantation equipment (9) of implanting to the slip casting stock, the centre of a circle department fixed mounting of arc inner support circle (601) has wired transfer tank (604), arc backup pad (603) are concentric circles expansion motion, arc backup pad (603), the centre of a circle of arc inner support circle (601) and line transfer tank (604) is in the same position with the centre of a circle of tunnel body (1) all the time, the surface and the rock face contact of arc backup pad (603).

In this embodiment, arc backup pad (603) comprises a plurality of the same arcs, side extension plate (607) is installed to the side of arc, the equal fixed mounting in internal surface of a plurality of arcs has push rod (608), the outer fixed surface of arc inner support circle (601) installs support arm (602), the one end of keeping away from the arc of push rod (608) slides in the inside of support arm (602), the interior bottom fixed mounting of support arm (602) has compression spring (609), the bottom of push rod (608) is passed through compression spring (609) and is connected with support arm (602).

In this embodiment, a steel wire rope (606) is fixedly installed at the end of the bottom end of the push rod (608), one end, far away from the push rod (608), of the steel wire rope (606) penetrates through the support arm (602) and penetrates through the middle of the wire conveying groove (604), a motor (10) is fixedly installed on the upper surface of the monitoring vehicle body (3) and located under the arc-shaped inner support ring (601), a wire coil (11) is connected to the output end of the motor (10) in a transmission mode, and the end, far away from the end of the push rod (608), of the steel wire rope (606) is wound on the wire coil (11) in a surrounding mode.

In this embodiment, the side fixed mounting who monitors the upper surface of automobile body (3) and be located a motor (10) has rotating motor (701) and circular guide rail (702), and spout (703) have been seted up on the surface of circular guide rail (702), and the output transmission of rotating motor (701) is connected with electromagnetic radiation monitoring probe (704), and rotating motor (701) drives electromagnetic radiation monitoring probe (704) and slides in the inside of spout (703).

In this embodiment, the side fixed mounting of monitoring automobile body (3) has guard plate (4), and the last fixed surface of monitoring automobile body (3) installs sensor module (5), and the positive fixed mounting of monitoring automobile body (3) has controller (8), and controller (8) control spout (703) stop motion on the violent position of directional electromagnetic radiation's pulse number change, control slip casting equipment simultaneously to the slip casting stock slip casting on this position.

In this embodiment, the ground control module includes:

a moving vehicle body control unit: the device is used for controlling and monitoring the movement of the vehicle body (3) to enable the vehicle body to be just positioned in a roadway plane of pressure relief blasting;

a supporting device control unit: the supporting and protecting module (6) is used for controlling to support and protect the roadway plane subjected to pressure relief blasting;

grouting equipment control unit: the grouting equipment is used for controlling grouting equipment to perform grouting on a grouting anchor rod on the rock surface at the position where the rock burst is generated;

an alarm unit: the early warning device is used for early warning the formation of rock burst;

a blasting device control unit: the control system is used for controlling the loading amount of the blasting equipment, so that the threat generated in the pressure relief process is minimized.

In this embodiment, the real-time monitoring module includes:

roadway hydrological monitoring unit: the hydrological information monitoring system is used for monitoring hydrological information in the tunnel;

roadway gas monitoring unit: the system is used for monitoring toxic and harmful gas in the tunnel;

roadway surrounding rock earthquake sound monitoring unit: the system is used for monitoring the ground sound information in the roadway blasting plane;

roadway blasting information acquisition unit: the system is used for acquiring blasting quality information of a blasting position after blasting;

roadway surrounding rock electromagnetic monitoring unit: the system is used for monitoring the intensity amplitude and the pulse frequency of the electromagnetic radiation signal after blasting;

roadway stress monitoring unit: the stress intensity monitoring system is used for monitoring the stress intensity of each point of the blasting roadway plane in real time;

thus, various information of the roadway blasting plane is collected.

In this embodiment, the microprocessor performs data processing on the information collected by the real-time monitoring device, so as to provide a basis for the judgment of the ground control module.

The embodiment can realize that: the rotary motor (701) drives the sliding groove (703) to move around on the outer surface of the circular guide rail (702) through the connecting rod so as to comprehensively detect broadband electromagnetic radiation signals in a roadway blasting plane, accurately position the position generated by rock burst, and the controller (8) controls the grouting equipment control unit to quickly grout the grouting anchor rod driven into the position so as to bond broken rock masses in rock walls, so that danger signals existing in the pressure relief blasting process of the rock burst pressure relief mode can be accurately detected and quickly repaired, and the rotary motor has better safety.

The invention is improved as follows: the real-time monitoring module carries out real-time monitoring on information in a tunnel, the microprocessor carries out data processing on the information collected by the real-time monitoring equipment, and further provides basis for judgment of the ground control module, the ground control module controls a monitoring vehicle body (3) in the tunnel body (1), the monitoring vehicle body (3) runs to a blasting position, a motor (10) drives a wire coil (11) to rotate, a steel wire rope (606) is released, an arc-shaped supporting plate (603) carries out concentric circle expansion movement under the action of a push rod (608) and a compression spring (609), the circle centers of the arc-shaped supporting plate (603), an arc-shaped inner supporting ring (601) and a wire conveying groove (604) are located at the same position, so that the arc-shaped supporting plate (603) is in close contact with the blasting tunnel surface to provide elastic support for the blasting surface, and meanwhile, a grouting anchor rod implanting equipment (9) penetrates an anchor rod implanting port (605) to implant a grouting anchor rod into a rock mass, the arc-shaped supporting plate (603) and the rock body form an elastic homogeneous whole body, further buffering the collapse accident of the blasting roadway surface caused by over intense pressure relief blasting, the rotating motor (701) drives the sliding chute (703) to do surrounding motion on the outer surface of the circular guide rail (702) through the connecting rod so as to comprehensively detect the broadband electromagnetic radiation signal in the blasting plane of the roadway, accurately positioning the position where the impact ground pressure is generated, controlling the chute (703) to stop moving at the position where the pulse number of the directional electromagnetic radiation changes seriously by the controller (8), the controller (8) controls the grouting equipment control unit to perform rapid grouting on the grouting anchor rod driven into the position, the broken rock mass in the bonding rock wall accurately detects and can quickly repair dangerous signals existing in the pressure relief process in a pressure relief blasting mode of impacting mine pressure, and the bonding rock wall has better safety.

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