CN110553934B - Round hole linear nail column type double-sided energy-gathering joint cutting and monitoring system - Google Patents
Round hole linear nail column type double-sided energy-gathering joint cutting and monitoring system Download PDFInfo
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- 238000005520 cutting process Methods 0.000 title claims abstract description 49
- 238000012544 monitoring process Methods 0.000 title claims abstract description 28
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- 238000009527 percussion Methods 0.000 claims abstract description 4
- 230000001050 lubricating effect Effects 0.000 claims description 18
- 239000002346 layers by function Substances 0.000 claims description 17
- 239000004519 grease Substances 0.000 claims description 13
- 238000003860 storage Methods 0.000 claims description 13
- 230000006835 compression Effects 0.000 claims description 9
- 238000007906 compression Methods 0.000 claims description 9
- 239000003381 stabilizer Substances 0.000 claims description 7
- 229910000975 Carbon steel Inorganic materials 0.000 claims description 5
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- 230000000750 progressive effect Effects 0.000 claims description 3
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- 239000011425 bamboo Substances 0.000 description 2
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- 229920000915 polyvinyl chloride Polymers 0.000 description 2
- 239000004800 polyvinyl chloride Substances 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 230000001052 transient effect Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
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- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
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- G01N29/00—Investigating or analysing materials by the use of ultrasonic, sonic or infrasonic waves; Visualisation of the interior of objects by transmitting ultrasonic or sonic waves through the object
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- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/30—Investigating strength properties of solid materials by application of mechanical stress by applying a single impulsive force, e.g. by falling weight
- G01N3/313—Investigating strength properties of solid materials by application of mechanical stress by applying a single impulsive force, e.g. by falling weight generated by explosives
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
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Abstract
The utility model provides a round hole line type nail post formula two-sided energy gathering joint-cutting and monitoring system, includes dynamic impact input system, power impact incidence pole, ground body sample, power impact transmission pole according to the position relation from left to right, still including the fixation system who is located the bottom to and monitoring system, wherein: the input end of the whole device is a dynamic impact input system which is a percussion device for generating kinetic energy; the rock-soil mass sample is a circular columnar sample and is positioned in the center of the whole device; the dynamic impact incident rod is positioned on the left side of the rock-soil body sample and has the function of providing an incident transmission path for the kinetic energy generated by the dynamic impact bullet; the dynamic impact transmission rod is positioned on the right side of the rock-soil mass sample, and the like. The system has the characteristics of collecting impact kinetic energy and accurately punching rock and soil masses; the method has the characteristic of monitoring the dynamic impact damage motion trail of the rock and soil mass in real time.
Description
Technical Field
The invention belongs to the technical field of rock-soil body dynamic impact energy-gathering cutting.
Background
Any rock-soil body has its origin, occurrence geological environment and evolution process, so that different rock-soil bodies have their specific characteristics. Particularly, the stratified rock mass is a rock mass commonly existing in deep resource exploitation, and due to the special environment of a stratified structure and three-high-one disturbance, the deep engineering surrounding rock shows the unique mechanical characteristics: such as large deformation of surrounding rock, brittle-ductile transformation of deep rock mass, leading to significant anisotropy in its deformation and strength characteristics, with failure mechanisms and modes significantly different from those of shallow portions. The existing research on energy-gathering cutting of rock-soil bodies mainly focuses on energy-gathering cutting devices, cutting medicine bags, energy-gathering pipes and the like which are filled with explosives on site, and indoor dynamic impact double-sided energy-gathering cutting research is not carried out on various rock-soil bodies at present. Therefore, how to carry out accurate joint cutting on the rock-soil bodies in different occurrence geological environments with minimum energy accumulation and simultaneously monitor the dynamic fracture tracks of the rock-soil bodies in different occurrence geological environments in real time has important significance for saving engineering cost, improving work efficiency and engineering safety, reducing disturbance of surrounding rocks and preventing collapse of the rock-soil bodies.
Disclosure of Invention
The utility model provides a purpose, in order to overcome above-mentioned prior art not enough, provide a round hole line type nail post formula two-sided energy-gathering joint-cutting device for dynamic die-cut rock mass, have and gather the reliable, accurate characteristics of ability performance.
In order to achieve the above object, the present application provides the following technical solutions:
the utility model provides a round hole line type nail post formula two-sided energy-gathering joint-cutting and monitoring system which characterized in that realizes carrying out accurate joint-cutting with minimum energy gathering fast to the ground body that occurrence geological environment, monitors the dynamic orbit of breaking at the ground body of different occurrence geological environments simultaneously. Its structural design is, according to the position relation from left to right including dynamic impact input system, power impact incident rod 5, ground body sample 7, power impact transmission pole 6, still including the fixation system who is located the bottom to and monitoring system, wherein:
the input end of the whole device is a dynamic impact input system which is a percussion device for generating kinetic energy; the rock-soil mass sample 7 is a circular columnar sample and is positioned in the center of the whole device; the dynamic impact incident rod 5 is positioned on the left side of the rock-soil mass sample 7 and has the function of providing an incident transmission path for the kinetic energy generated by the dynamic impact bullet 14; the dynamic impact transmission rod 6 is positioned on the right side of the rock-soil mass sample 7 and has the function of providing a transmission path of kinetic energy after the energy generated by the dynamic impact bullet 14 acts on the rock-soil mass sample 7; the bottom of the whole device is provided with a fixing system, a stabilizer 19 is designed, and the dynamic impact incident rod 5 and the dynamic impact transmission rod 6 are welded and anchored in the stratum through the double-column stabilizer 19;
the dynamic impact input system is designed to: including air compressor 16, bullet controller 17, high-pressure pipe 18, gas holder 21, ball valve 22, dynamic impact bullet 14, bullet section of thick bamboo 15, wherein: the dynamic impact bullet 14 is sleeved in the bullet barrel 15, the dynamic impact bullet 14 is cylindrical, the diameter of the dynamic impact bullet is slightly smaller than that of the bullet barrel 15, and the dynamic impact bullet is made of carbon steel; the air storage tank 21 and the air compression system 16 are hermetically connected through a high-pressure pipe 18, and a ball valve 22 is welded between the air storage tank 21 and the bullet barrel 15; the air compression system 16 is connected and controlled by the bullet controller 17 through the lead 13, so that the bullet controller 17 controls the air compression system 16 to provide an air source with a set pressure requirement into the air storage tank 21, the air source under the pressure inside the air storage tank 21 is rapidly shot into the dynamic impact bullet 14 in the bullet barrel 15 through the ball valve 22, and the dynamic impact bullet 14 is driven to impact the dynamic impact incident rod 5 at a high speed to generate dynamic impact energy.
Functional layers are respectively arranged between the rock-soil mass sample 7 and the power impact incident rod 5 and the power impact transmission rod 6 which are adjacent to the rock-soil mass sample on the left and right sides, a progressive action mode is formed, and the structures of the two functional layers are as follows: including impact energy gathering ring system, energy gathering nail post joint cutting system 2, hole filling firm grease 3, antifriction lubricating system, wherein:
the impact energy gathering ring system has the functions of providing a carrier for energy gathering, is radially arranged, is composed of two annular protection plates arranged in parallel, is made of polyvinyl chloride, is provided with a plurality of linear round holes, is a round hole linear energy gathering system arranged in the impact energy gathering ring system, and provides a channel for energy gathering.
The energy-gathering nail column joint cutting system 2 is composed of a plurality of small-diameter energy-gathering joint cutting nail columns which are uniformly distributed and arranged in two annular protection plates which are arranged in parallel, and two ends of the energy-gathering nail column joint cutting system 2 are respectively arranged in linear round holes in the annular protection plates on two sides. The function of the device is to focus the kinetic energy generated after the energy of an external dynamic impact bullet 14 impacts an incident rod 5 with dynamic impact on an energy-gathering cutting nail column with a small diameter and transmit the kinetic energy to a rock-soil body sample 7 in a transient state to simulate energy micropore gathering impact.
The function of the pore filling stabilizing grease 3 is to stabilize all the cutting-joint nail columns in the energy-gathering nail column cutting system 2, and simultaneously, the cutting-joint nail column units and the annular protection plates at two sides are sealed and combined into a whole in the axial direction.
The antifriction lubricating system is coated outside the functional layer, namely on the contact surface of a rock-soil body sample 7, a dynamic impact incidence rod 5 and a dynamic impact transmission rod 6 adjacent to the functional layer, for coated grease lubricating grease, so as to reduce the frictional resistance and stabilize the impact energy gathering ring system. Put another way, all be provided with antifriction lubricating system between power impact incident rod 5 and functional layer to and between power impact transmission pole 6 and the functional layer, be used for reducing frictional resistance, the firm energy ring shaped protection board that gathers simultaneously avoids its landing under the dead weight effect.
The monitoring system comprises an acoustic emission monitoring system 11 and a dynamic stress-strain acquisition system 12, and the internal dynamic damage track of the rock-soil body sample 7 is monitored through the acoustic emission monitoring system 11 and the dynamic stress-strain acquisition system 12.
Compared with the prior art, the application has the following advantages and beneficial effects:
the system has the characteristics of collecting impact kinetic energy and accurately punching rock and soil bodies. According to the device, the impact energy-gathering ring systems are arranged on two sides of the rock-soil body sample, then the circular hole linear energy-gathering system is arranged in the impact energy-gathering ring system, and then a plurality of energy-gathering cutting nail columns in the energy-gathering nail column cutting system correspondingly extend into a plurality of energy-gathering holes in the circular hole linear energy-gathering system in sequence, so that a nail column type and plate type combined stress mode is formed, a plurality of energy-gathering cutting nail columns enable dynamic impact bullets to act on the rock-soil body sample in a concentrated dynamic load mode, a first impact energy-gathering ring and a second impact energy-gathering ring in the impact energy-gathering ring system act on the rock-soil body sample in a uniformly distributed dynamic load mode, accurate cutting of the rock-soil body sample is achieved under the combined action of the concentrated dynamic load and the uniformly distributed dynamic load, energy damage is reduced, the energy utilization rate is improved, and the engineering construction cost is reduced.
2. The system has the characteristic of monitoring the dynamic impact damage movement track of the rock and soil mass in real time. The acoustic emission sensors are vertically arranged on two sides of the rock wall of the rock-soil body sample, and the dynamic strain gauges are uniformly arranged on two sides of the dynamic impact incident rod and the dynamic impact transmission rod, so that the movement track, the energy distribution size and the change rule of stress strain of internal damage during dynamic impact of the rock-soil body sample can be acquired in real time.
Drawings
Fig. 1 is a schematic front section view of a circular hole linear nail column type double-sided energy-gathering joint cutting model for dynamically punching rock-soil bodies. (overall cylindrical structure)
FIG. 2 is a schematic cross-sectional view of FIG. 1 at either the first impact energy concentrating ring A-A or the second impact energy concentrating ring B-B.
Fig. 3 is a schematic view of the first or second impact energy concentrating ring guard of fig. 2.
Fig. 4 is a front elevational view of the outer first or second impact energy concentrating ring of fig. 3.
Wherein,
an impact energy-gathering ring system, wherein 101 is a first impact energy-gathering ring, 102 is a second impact energy-gathering ring,
2 is an energy-gathering stud slitting system, 201 is a first energy-gathering slitting stud, 202 is a second energy-gathering slitting stud, 203 is a third energy-gathering slitting stud, 204 is a fourth energy-gathering slitting stud, 205 is a fifth energy-gathering slitting stud, 206 is a sixth energy-gathering slitting stud, 207 is a seventh energy-gathering slitting stud,
3, filling firm grease into the pores,
the antifriction lubricating system comprises a first antifriction lubricating system 401, a second antifriction lubricating system 402, a third antifriction lubricating system 403 and a fourth antifriction lubricating system 404,
5 is a dynamic impact incident rod,
6 is a dynamic impact transmission rod,
7 is a rock-soil mass sample,
acoustic emission sensing system: 801 a first acoustic emission sensor, 802 a second acoustic emission sensor, 803 a third acoustic emission sensor, 804 a fourth acoustic emission sensor, 805 a fifth acoustic emission sensor, 806 a sixth acoustic emission sensor,
dynamic stress strain acquisition system: 901 is a first dynamic strain gage, 902 is a second dynamic strain gage, 903 is a third dynamic strain gage, 904 is a fourth dynamic strain gage,
11 is an acoustic emission monitoring system, 12 is a dynamic stress strain acquisition system, 13 is a multi-core conducting wire,
19 is a double-column stabilizer, 20 is a stratum;
14 is dynamic impact bullet, 15 is bullet barrel, 16 is air compressor, 17 is bullet controller, 18 is high pressure pipe, 21 is air storage tank, 22 is ball valve.
Detailed Description
The present application will be further described with reference to the following examples shown in the drawings.
Examples
As shown in fig. 1-4, a round hole linear type nail column type double-sided energy-gathering joint cutting device for dynamically punching rock mass comprises a dynamic impact input system, a dynamic impact incident rod 5, a rock mass sample 7, a dynamic impact transmission rod 6, a fixing system positioned at the bottom and a monitoring system from left to right according to the position relationship, wherein:
the input end of the whole device is a dynamic impact input system which is a percussion device for generating kinetic energy; the rock-soil mass sample 7 is a circular columnar sample and is positioned in the center of the whole device; the dynamic impact incident rod 5 is positioned on the left side of the rock-soil mass sample 7 and has the function of providing an incident transmission path for the kinetic energy generated by the dynamic impact bullet 14; the dynamic impact transmission rod 6 is positioned on the right side of the rock-soil mass sample 7 and has the function of providing a transmission path of kinetic energy after the energy generated by the dynamic impact bullet 14 acts on the rock-soil mass sample 7; the bottom of the whole device is provided with a fixing system, a stabilizer 19 is designed, and the dynamic impact incident rod 5 and the dynamic impact transmission rod 6 are welded and anchored in the stratum through the double-column stabilizer 19;
the dynamic impact input system is designed to: including air compressor 16, bullet controller 17, high-pressure pipe 18, gas holder 21, ball valve 22, dynamic impact bullet 14, bullet section of thick bamboo 15, wherein: the dynamic impact bullet 14 is sleeved in the bullet barrel 15, the dynamic impact bullet 14 is cylindrical, the diameter of the dynamic impact bullet is slightly smaller than that of the bullet barrel 15, and the dynamic impact bullet is made of carbon steel; the air storage tank 21 and the air compression system 16 are hermetically connected through a high-pressure pipe 18, and a ball valve 22 is welded between the air storage tank 21 and the bullet barrel 15; the air compression system 16 is connected and controlled by a bullet controller 17 (only schematically shown in the figure) through a lead 13, so that the bullet controller 17 controls the air compression system 16 to provide an air source with a set pressure requirement into an air storage tank 21, and the air source with the pressure inside the air storage tank 21 is rapidly injected into the dynamic impact bullet 14 in the bullet barrel 15 through a ball valve 22 to drive the dynamic impact bullet 14 to impact the dynamic impact incident rod 5 at a high speed to generate dynamic impact energy.
Functional layers are respectively arranged between the rock-soil mass sample 7 and the power impact incident rod 5 and the power impact transmission rod 6 which are adjacent to the rock-soil mass sample on the left and right sides, a progressive action mode is formed, the two functional layers have the same structure and are aligned at the same height, and the structure of a single functional layer is as follows: including impact energy gathering ring system, energy gathering nail post joint cutting system 2, hole filling firm grease 3, antifriction lubricating system, wherein:
the impact energy gathering ring system has the functions of providing a carrier for energy gathering, is radially arranged, is composed of two annular protection plates arranged in parallel, is made of polyvinyl chloride, is provided with a plurality of linear round holes, is a round hole linear energy gathering system arranged in the impact energy gathering ring system, and provides a channel for energy gathering.
The energy-gathering nail column joint cutting system 2 is composed of a plurality of small-diameter energy-gathering joint cutting nail columns which are uniformly distributed and arranged in two annular protection plates which are arranged in parallel, and two ends of the energy-gathering nail column joint cutting system 2 are respectively arranged in linear round holes in the annular protection plates on two sides. The function of the device is to focus the kinetic energy generated after the energy of an external dynamic impact bullet 14 impacts an incident rod 5 with dynamic impact on an energy-gathering cutting nail column with a small diameter and transmit the kinetic energy to a rock-soil body sample 7 in a transient state to simulate energy micropore gathering impact.
The function of the pore filling stabilizing grease 3 is to stabilize all the cutting-joint nail columns in the energy-gathering nail column cutting system 2, and simultaneously, the cutting-joint nail column units and the annular protection plates at two sides are sealed and combined into a whole in the axial direction.
The antifriction lubricating system is coated outside the functional layer, namely on the contact surface of a rock-soil body sample 7, a dynamic impact incidence rod 5 and a dynamic impact transmission rod 6 adjacent to the functional layer, for coated grease lubricating grease, so as to reduce the frictional resistance and stabilize the impact energy gathering ring system. Put another way, all be provided with antifriction lubricating system between power impact incident rod 5 and functional layer to and between power impact transmission pole 6 and the functional layer, be used for reducing frictional resistance, the firm energy ring shaped protection board that gathers simultaneously avoids its landing under the dead weight effect.
The monitoring system comprises an acoustic emission monitoring system 11 and a dynamic stress-strain acquisition system 12, and the internal dynamic damage track of the rock-soil body sample 7 is monitored through the acoustic emission monitoring system 11 and the dynamic stress-strain acquisition system 12. The acoustic emission monitoring system 11 comprises an acoustic emission sensing system, comprises a plurality of acoustic emission sensors, is distributed on the periphery of the rock-soil body circular columnar sample 7, is connected with the acoustic emission monitoring system 11, and is used for monitoring the internal dynamic damage motion track of the rock-soil body sample 7 under the action of dynamic impact.
The dynamic stress strain acquisition system comprises a plurality of dynamic strain gauges which are respectively arranged on the upper side wall and the lower side wall of the dynamic impact incident rod 5 and the dynamic impact transmission rod 6, and the output ends of the dynamic strain gauges are connected with the dynamic stress strain acquisition system 12.
The following are by way of example and not limitation, and are shown in the figures.
The linear circular holes on the protection plate comprise a plurality of energy gathering holes, for example, as shown in the figure, the linear circular holes are specifically a first energy gathering hole 1001, a second energy gathering hole 1002, a third energy gathering hole 1003, a fourth energy gathering hole 1004, a fifth energy gathering hole 1005, a sixth energy gathering hole 1006 and a seventh energy gathering hole 1007, and the diameters and the number of the energy gathering holes can be randomly distributed according to the energy gathering requirement in the experiment.
The energy gathering tack slitting system 2 includes a plurality of energy gathering tack slitting tacks, as shown by way of example only, specifically a first energy gathering tack slitting tack 201, a second energy gathering tack slitting tack 202, a third energy gathering tack 203, a fourth energy gathering tack 204, a fifth energy gathering tack 205, a sixth energy gathering tack 206, and a seventh energy gathering tack 207, and the diameter and number of the energy gathering tack slitting tacks are determined in accordance with the arrangement of the linear circular holes on the fender.
Each joint-cutting nail column is a steel round nail column, and the diameter of the joint-cutting nail column is smaller than that of the linear round hole in the protection plate.
The length of each kerf-cutting nail column is consistent, and the height of each kerf-cutting nail column is respectively consistent with the arrangement of the linear round holes on the protection plate.
The joint-cutting nail posts respectively extend into the linear round holes in the protection plate in a one-to-one correspondence mode, and the gap is filled with the pore filling stabilizing grease 3, so that the joint-cutting nail posts mainly play a role in closing and stabilizing, and the energy-collecting joint-cutting nail posts are prevented from sliding off.
The power impact incident rod 5 mainly transmits the energy of the dynamic impact bullet 14, is cylindrical in shape and is made of carbon steel.
The dynamic impact transmission rod 6 mainly secondarily transmits the energy of the dynamic impact bullet 14 and gradually dissipates, is cylindrical, and is made of carbon steel.
Further, the left side of the power impact incident rod 5 is adjacent to the bullet barrel 15 device, and the diameter of the bullet barrel 15 is slightly larger than that of the power impact incident rod 5; the dynamic impact bullet 14 is arranged in the bullet tube 15 and mainly provides kinetic energy for impacting the incident rod 5 by impact power.
As shown by way of example only, the acoustic emission sensing system is embodied as a first acoustic emission sensor 801, a second acoustic emission sensor 802, a third acoustic emission sensor 803, a fourth acoustic emission sensor 804, a fifth acoustic emission sensor 805, and a sixth acoustic emission sensor 806, wherein the first acoustic emission sensor 801, the second acoustic emission sensor 802, the third acoustic emission sensor 803, the fourth acoustic emission sensor 804, the fifth acoustic emission sensor 805, and the sixth acoustic emission sensor 806 are all connected to the acoustic emission monitoring system 11 via a multi-core conductive wire 13. The rock-soil body sample 7 is a circular columnar sample, a first acoustic emission sensor 801, a third acoustic emission sensor 803, a second acoustic emission sensor 802, a fourth acoustic emission sensor 804, a fifth acoustic emission sensor 805 and a sixth acoustic emission sensor 806 are vertically and symmetrically arranged on two sides of a rock wall of the rock-soil body sample, and the rock-soil body sample 7 is mainly used for monitoring the internal dynamic damage motion track of the rock-soil body sample 7 under the action of dynamic impact.
As shown by way of example only, the dynamic stress-strain acquisition system includes a first dynamic strain gauge 901, a second dynamic strain gauge 902, a third dynamic strain gauge 903, and a fourth dynamic strain gauge 904, where the first dynamic strain gauge 901 and the fourth dynamic strain gauge 904 are disposed on the upper and lower sidewalls of the dynamic impact incident rod 5, respectively, and both are located at 1/3 near the left end of the dynamic impact incident rod 5 in a horizontal position; the second dynamic strain gauge 902 and the third dynamic strain gauge 903 are disposed on the upper and lower sidewalls of the dynamic impact transmissive rod 6, and both are located at 1/3 near the right end of the dynamic impact transmissive rod 6 in the horizontal position. The first dynamic strain gauge 901, the second dynamic strain gauge 902, the third dynamic strain gauge 903 and the fourth dynamic strain gauge 904 are all connected with the dynamic stress-strain acquisition system 12 through the multi-core conductive wire 13.
The installation mode and the working principle of the embodiment are as follows:
(1) first, a first energy gathering hole 1001, a second energy gathering hole 1002, a third energy gathering hole 1003, a fourth energy gathering hole 1004, a fifth energy gathering hole 1005, a sixth energy gathering hole 1006 and a seventh energy gathering hole 1007 are vertically and symmetrically arranged at the central positions of two impact energy gathering annular protection plates which are arranged in parallel relatively.
(2) Then, a first energy-gathering slit nail column 201 in the energy-gathering nail column slit system 2 extends into a first energy-gathering hole 1001, a second energy-gathering slit nail column 202 extends into a second energy-gathering hole 1002, a third energy-gathering slit nail column 203 extends into a third energy-gathering hole 1003, a fourth energy-gathering slit nail column 204 extends into a fourth energy-gathering hole 1004, a fifth energy-gathering slit nail column 205 extends into a fifth energy-gathering hole 1005, a sixth energy-gathering slit nail column 206 extends into a sixth energy-gathering hole 1006, a seventh energy-gathering slit nail column 207 extends into a seventh energy-gathering hole 1007, and gaps between the energy-gathering slit nail columns and the energy-gathering holes are filled with stable grease 3 through holes.
(3) Then, smearing the left end face and the right end face of the rock-soil body sample 7 with an antifriction lubricating system respectively, and then installing an energy-gathering annular protection plate provided with an energy-gathering nail column joint cutting system 2 on the antifriction lubricating system;
then, a dynamic impact incident rod 5 and a dynamic impact transmission rod 6 are arranged on the corresponding antifriction lubricating system side.
(4) Then, a first acoustic emission sensor 801, a third acoustic emission sensor 803, a second acoustic emission sensor 802, a fourth acoustic emission sensor 804, a fifth acoustic emission sensor 805, a sixth acoustic emission sensor 806 are vertically and symmetrically arranged on two sides of the rock wall of the rock-soil body sample 7, and the first acoustic emission sensor 801, the second acoustic emission sensor 802, the third acoustic emission sensor 803, the fourth acoustic emission sensor 804, the fifth acoustic emission sensor 805, and the sixth acoustic emission sensor 806 are all connected with the acoustic emission monitoring system 11 through the multi-core conductive wire 13.
(5) Next, a first dynamic strain gauge 901 and a fourth dynamic strain gauge 904 are vertically and symmetrically arranged on the outer wall of the dynamic impact incident rod 5, a second dynamic strain gauge 902 and a third dynamic strain gauge 903 are vertically and symmetrically arranged on the outer wall of the dynamic impact transmission rod 6, and the first dynamic strain gauge 901, the second dynamic strain gauge 902, the third dynamic strain gauge 903 and the fourth dynamic strain gauge 904 are all connected with the dynamic stress-strain acquisition system 12 through the multi-core conductive wire 13.
(6) Finally, the mechanism of action occurs: the dynamic impact bullet 14 provides energy, the dynamic impact bullet 14 is transmitted to the first impact energy-gathering ring plate and each energy-gathering nail column in the energy-gathering nail column lancing system 2 through the dynamic impact incident rod 5, at the moment, each energy-gathering lancing nail column in the energy-gathering nail column lancing system 2 and the first impact energy-gathering ring plate are in a nail column type and plate type combined mode, the dynamic impact bullet 14 is acted on the rock-soil body sample 7 through a plurality of energy-gathering lancing nail columns in a concentrated dynamic load mode, the first impact energy-gathering ring plate acts on the rock-soil body sample 7 in a uniformly distributed dynamic load mode, and the combination of the concentrated dynamic load and the uniformly distributed dynamic load causes a linear crack to appear on the left side of the rock-soil body sample 7; meanwhile, the dynamic impact bullet 14 instantaneously penetrates through the rock-soil body sample 7 to act on the corresponding energy-gathering cutting nail columns in the second impact energy-gathering annular plate on the right side and the energy-gathering nail column cutting system 2, at this time, under the combined action of dynamic concentrated load of the energy-gathering cutting nail columns on the right side and dynamic uniform load of the second impact energy-gathering annular plate, the rock-soil body sample 7 is instantaneously broken in a linear cutting mode, and residual kinetic energy is scattered through the dynamic impact transmission rod 6. Meanwhile, the internal dynamic damage track of the rock-soil body sample 7 is monitored through the acoustic emission monitoring system 11 and the dynamic stress-strain acquisition system 12.
The embodiments described above are described to facilitate an understanding and appreciation of the present application by those skilled in the art. It will be readily apparent to those skilled in the art that various modifications to these embodiments may be made, and the generic principles described herein may be applied to other embodiments without the use of the inventive faculty. Therefore, the present application is not limited to the embodiments described herein, and those skilled in the art should, in light of the present disclosure, appreciate that various modifications and changes can be made without departing from the scope of the present application.
Claims (1)
1. The utility model provides a round hole line type nail post formula two-sided energy gathering joint-cutting and monitoring system which characterized in that includes dynamic impact input system, power impact incidence pole (5), ground body sample (7), power impact transmission pole (6) according to the position relation from left to right, still including the fixation system that is located the bottom to and monitoring system, wherein:
the input end of the whole device is a dynamic impact input system which is a percussion device for generating kinetic energy; the rock-soil mass sample (7) is a circular columnar sample and is positioned in the center of the whole device; the dynamic impact incident rod (5) is positioned on the left side of the rock-soil mass sample (7) and has the function of providing an incident transmission path for the kinetic energy generated by the dynamic impact bullet (14); the dynamic impact transmission rod (6) is positioned on the right side of the rock-soil mass sample (7) and is used for providing a transmission path of kinetic energy after the energy generated by the dynamic impact bullet (14) acts on the rock-soil mass sample (7); the bottom of the whole device is provided with a fixing system, a stabilizer (19) is designed, and the dynamic impact incident rod (5) and the dynamic impact transmission rod (6) are welded and anchored in a stratum (20) through the double-column stabilizer (19);
the dynamic impact input system is designed to: including air compressor (16), bullet controller (17), high-pressure tube (18), gas holder (21), ball valve (22), dynamic impact bullet (14), bullet cartridge (15), wherein: the dynamic impact bullet (14) is sleeved in the bullet barrel (15), the dynamic impact bullet (14) is cylindrical, the diameter of the dynamic impact bullet is slightly smaller than that of the bullet barrel (15), and the dynamic impact bullet is made of carbon steel; the air storage tank (21) and the air compression system (16) are hermetically connected through a high-pressure pipe (18), and a ball valve (22) is welded between the air storage tank (21) and the bullet barrel (15); the air compression system (16) is connected and controlled by the bullet controller (17) through a lead (13), so that the bullet controller (17) controls the air compression system (16) to provide an air source with a set pressure requirement into the air storage tank (21), the pressure air source in the air storage tank (21) is rapidly shot into the dynamic impact bullet (14) in the bullet barrel (15) through the ball valve (22), and the dynamic impact bullet (14) is driven to impact the dynamic impact incidence rod (5) at a high speed to generate dynamic impact energy;
functional layers are respectively arranged between a rock-soil mass sample (7) and a power impact incident rod (5) and a power impact transmission rod (6) which are adjacent to the rock-soil mass sample left and right, so that a progressive action mode is formed, and the structures of the two functional layers are as follows: including strike and gather ability ring system, gather ability nail post joint-cutting system (2), hole filling firm grease (3), antifriction lubricating system, wherein:
the impact energy gathering ring system is radially arranged and is composed of two annular protection plates which are arranged in parallel, a plurality of linear round holes are formed in the annular protection plates, namely the round hole linear energy gathering systems distributed in the impact energy gathering ring system, and a channel is provided for energy gathering;
the energy-gathering nail column joint cutting system (2) is composed of a plurality of small-diameter energy-gathering joint cutting nail columns which are uniformly distributed and arranged in two annular protection plates which are arranged in parallel, two ends of the energy-gathering nail column joint cutting system (2) are respectively arranged in linear round holes in the annular protection plates on two sides, and kinetic energy generated after the energy of an external dynamic impact bullet (14) impacts an incident rod (5) through power is focused on the small-diameter energy-gathering joint cutting nail columns and is transiently transferred to a rock-soil body sample (7) to simulate energy micropore gathering impact;
the hole is filled with the stabilizing grease (3) to stabilize all the cutting-joint nail columns in the energy-gathering nail column cutting system (2), and simultaneously, the cutting-joint nail column units and the annular protection plates on the two sides are sealed and combined into a whole in the axial direction;
an antifriction lubricating system is arranged between the dynamic impact incident rod (5) and the functional layer and between the dynamic impact transmission rod (6) and the functional layer;
the monitoring system comprises an acoustic emission monitoring system (11) and a dynamic stress-strain acquisition system (12), and the internal dynamic damage track of the rock-soil body sample (7) is monitored through the acoustic emission monitoring system (11) and the dynamic stress-strain acquisition system (12).
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