CN109142053A - The movement prominent test method of lower coal body is adopted in coal seam permeability influence - Google Patents

The movement prominent test method of lower coal body is adopted in coal seam permeability influence Download PDF

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CN109142053A
CN109142053A CN201810948183.8A CN201810948183A CN109142053A CN 109142053 A CN109142053 A CN 109142053A CN 201810948183 A CN201810948183 A CN 201810948183A CN 109142053 A CN109142053 A CN 109142053A
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coal
test specimen
plate
cavity
seal cavity
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CN109142053B (en
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王刚
孙路路
刘义鑫
程卫民
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Shandong University of Science and Technology
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Shandong University of Science and Technology
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/08Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N15/00Investigating characteristics of particles; Investigating permeability, pore-volume, or surface-area of porous materials
    • G01N15/08Investigating permeability, pore-volume, or surface area of porous materials
    • G01N15/082Investigating permeability by forcing a fluid through a sample
    • G01N15/0826Investigating permeability by forcing a fluid through a sample and measuring fluid flow rate, i.e. permeation rate or pressure change
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/0014Type of force applied
    • G01N2203/0016Tensile or compressive
    • G01N2203/0019Compressive
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/0058Kind of property studied
    • G01N2203/0069Fatigue, creep, strain-stress relations or elastic constants
    • G01N2203/0075Strain-stress relations or elastic constants
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/02Details not specific for a particular testing method
    • G01N2203/025Geometry of the test
    • G01N2203/0256Triaxial, i.e. the forces being applied along three normal axes of the specimen

Abstract

The invention discloses a kind of influences of coal seam permeability to adopt the movement prominent test method of lower coal body, the following steps are included: production experimental rig, seal cavity and transparent box including concave, the notch portion of seal cavity constitutes test specimen placed cavity, front pressuring plate is equipped with forward press, a left side for test specimen placed cavity, it is right, rear side is equipped with side plate, the head end of side plate is provided with air hole, side plate is equipped with side pressure bar, front and back is immediately provided with top board above upper padding plate, top board is equipped with upperpush rod, the end of upperpush rod is using the structure for installing spherical ball between two clamping plates, fluid entry holes are provided on the side wall of seal cavity, Fluid-exiting apertures are provided on the side wall of transparent box;Prepare coal dust;Moulded coal test material preparation;The installation of moulded coal test specimen;Apply triaxial stress;Apply gas pressure;It is tested;With other tests are organized, the moulded coal test specimen of different permeabilities and intensity is replaced;Repairing experiment data.It is tested to carry out three axis real simulations of coal seam permeability and intensity and coal and gas outburst.

Description

The movement prominent test method of lower coal body is adopted in coal seam permeability influence
Technical field
The invention belongs to technical field of mine safety, adopt under movement uses in particular, being related to a kind of influence of coal seam permeability Coal body protrudes test method.
Background technique
Coal is the main body of China's energy, bright in national " energy Long-and Medium-term Development planning outline (2004--2020) " It really points out, China will " adhere to based on coal, centered on electric power, the energy strategy of oil gas and new energy development in an all-round way ".It is aobvious So, coal industry is the basic industry in China, can health, stablize, sustainable development, be related to national energy security.At me In state's non-renewable energy consumption structure, coal accounts for about 67%, it is contemplated that the year two thousand fifty will account for 50% or more, and therefore, coal is considerably long One period in will be always the regnant main energy sources in China.
However, not only causing people with mining industry disaster accidents such as bump, gas, floods and the fire of coal mining The massive losses and environmental hazard of people's lives and properties, but also the development of coal industry production is restrict, or even entire national warp The sustainable development of Ji and society.And Gas Disaster accident is the most prominent in mining industry disaster accident, is in China's mining development Significant problem urgently to be resolved.
Coal and gas prominent is an extremely complex dynamic disaster phenomenon, is underground coal mine coal containing methane gas rock mass in crushing A kind of strong dynamic process that shape is sharply moved to working face from coal rock layer and sprayed along with a large amount of gas.Coal and gas In prominent substantial working face tunneling process, the result of stress of coal seam and gas pressure coupling.Therefore, carry out stress with watt This coupling pressure acts on lower working face tunneling process and disturbs coal seam dynamic test, and by high-strength transparence material can realize coal with The real-time visual of Gas Outburst can provide theory support and Engineering Guidance for the risk identification of coal and gas prominent.
Currently, in coal seam permeability to influence to adopt the research under movement is used in terms of coal body protrusion less by domestic and foreign scholars, only Desk research also concentrate on the coupling for only considering triaxial stress and gas pressure, do not consider coal seam permeability variation and adopt It is dynamic to influence, still lack a kind of effective experimental rig and method is adopted to simulate coal seam permeability influence under true triaxial stress state Act on that lower coal body is prominent, to study under true triaxial stress state coal seam permeability and parameters to the shadow of coal and gas prominent It rings.
Summary of the invention
Technical problem to be solved by the present invention lies in provide a kind of influence of coal seam permeability to adopt movement lower coal body protrusion Test method, for studying the influence of coal seam permeability and intensity to coal and gas prominent under true triaxial stress state.
For this purpose, the technical scheme adopted by the invention is as follows: the movement prominent examination of lower coal body is adopted in a kind of influence of coal seam permeability Proved recipe method, comprising the following steps:
Step 1: production experimental rig;
The experimental rig includes the seal cavity of concave, and the recess of the seal cavity is being sealed towards front Be provided with the transparent box contour, wide with notch portion in front of cavity, rear portion, the top of the transparent box open wide and just with Notch portion is connected, and the transparent box and seal cavity share same bottom plate, and between the notch portion and transparent box of seal cavity Left and right is immediately provided with the front pressuring plate of several transparent materials, so that the notch portion of seal cavity be made to constitute test specimen placed cavity;
Each front pressuring plate is equipped with forward press, and forward press passes through transparent box and corresponding preceding pressure from the front to the back Plate is connected, the respective independent control of the corresponding forward press of each front pressuring plate, and passes through the driving speed of successively unloading simulation working face; The left side of the test specimen placed cavity, right side, rear side are respectively equipped with one piece of side plate, and the head end of side plate is inserted into seal cavity Correspondence side wall on, and be provided with air hole for being connected to test specimen placed cavity and seal cavity in head end, every piece of side plate is matched respectively A side pressure bar is had, side pressure bar ecto-entad passes through seal cavity and is connected with the end of side plate;The test specimen placed cavity and The inner wall upper limb of transparent box shares same upper padding plate, and front and back is immediately provided with several top boards above the upper padding plate, each Top board is equipped with upperpush rod, and the end of upperpush rod is using the structure for installing spherical ball between two clamping plates, each upper pressure The corresponding upperpush rod of plate respectively independent control, and the load different by application, to reflect roof under non-uniform load Inhomogeneous deformation;
It is provided with fluid entry holes on the side wall of the seal cavity, is provided with Fluid-exiting apertures on the side wall of transparent box;
Step 2: prepare coal dust, and by raw coal crushing grinding to requiring particle size range, pulverized coal sieve after being ground by reciprocating sieve Divide and is dried for standby;
Step 3: moulded coal test material preparation, coal dust is mixed according to partial size ratio requirement, and addition coal dust is viscous in proportion It is stirred evenly after knot agent, coal dust loading mold is pressed into the moulded coal test specimen of square block;
Step 4: moulded coal test specimen is installed, the moulded coal test specimen suppressed is put into the test specimen placed cavity of experimental rig;
Step 5: applying triaxial stress, left and right, rear the side pressure bar and forward press, upperpush rod of experimental rig are applied Add stress, constrains moulded coal test specimen by three axis;
Step 6: applying gas pressure, methane gas is injected into experimental rig by fluid entry holes, methane gas passes through Air hole left and right, on the side plate of rear enters inside moulded coal test specimen, makes to form certain gas pressure simultaneously inside moulded coal test specimen It keeps entering in next step after gas injection pressure is constant;
Step 7: being tested, by front pressuring plate from left to right or from right to left according to the stress of setting or change in displacement speed Rate is successively dropped back to the direction far from moulded coal test specimen, is displaced at left and right, rear side plate and top board different location by recording Amount obtains coal seam deformation data, while recording the variation of Fluid-exiting apertures gas flow;
Step 8: replacing the moulded coal test specimen of different permeabilities and intensity with other tests are organized, repeating step 4 to step Seven;
Step 9: repairing experiment data.
As a preferred embodiment of the above solution, in step 8, the moulded coal test specimen of different permeabilities and intensity includes by adjusting coal Powder diameter proportion, additive types and dosage.
Further preferably, in step 3, according to less than 40 mesh: 40~60 mesh: 60~80 mesh: 80~100 mesh: greater than 100 mesh are respectively the moulded coal examination that three kinds of different permeabilities are made in the partial size proportion of 1:1:1:1:1,1:2:1:2:5,1:2:4:1:6 Part organizes together other tests for carrying out in step 8.
Further preferably, in step 1, the fluid entry holes totally two, it is symmetrical set the rear side in seal cavity On wall;The Fluid-exiting apertures totally one, it is arranged on the left side wall or right side wall of transparent box;Correspondingly, in step 6, pass through two A fluid entry holes inject methane gas into experimental rig simultaneously.Using the side of seal cavity rear wall bilateral symmetry influent stream body Formula can make the Fluid pressure fast and stable for injecting seal cavity, and uniformly across the air hole on the side plate in three orientation Into test specimen placed cavity, test time is saved, improves test efficiency.
Further preferably, in step 3, the moulded coal test specimen is 600mm × 600mm × 100mm square block, accordingly Ground, in step 1, the test specimen placed cavity is also 600mm × 600mm × 100mm rectangular cavity.
Further preferably, it in step 2, is dried 22~26 hours after raw coal crushing grinding at 105~110 DEG C.
Beneficial effects of the present invention: to each pressing plate apply stress can three axis stress of primary rock state of real simulation coal seam, apply Add gas gas source analog gas pressure, working face tunneling process, discharge rate analog are simulated in the gradually unloading of front pressuring plate Working face driving speed, the displacement variable by obtaining each compression bar obtain moulded coal test piece deformation amount, and can by transparent material The real-time visual for realizing coal and gas prominent, it is different from dosage analog by adjusting coal particle size proportion, additive types The moulded coal test specimen of intensity and permeability, so that providing a kind of influence of coal seam permeability adopts movement lower coal body protrusion test side Method provides theory support and Engineering Guidance for the safety in production of coal mine.
Detailed description of the invention
The overlooking state figure of this experimental rig of Fig. 1.
The A-A cross-sectional view of Fig. 2 Fig. 1.
The B-B cross-sectional view of Fig. 3 Fig. 1.
The end partial enlarged view of Fig. 4 top board.
It is marked in figure as follows: seal cavity 1, transparent box 2, front pressuring plate 3, forward press 4, bottom plate 5, test specimen placed cavity 6, side pressure Plate 7, side pressure bar 8, upper padding plate 9, top board 10, upperpush rod 11, fluid entry holes 12, Fluid-exiting apertures 13, the first sealing ring 14a, Two sealing ring 14b, third sealing ring 14c, the 4th gasket 14d, cover board 15, bolt 16, moulded coal test specimen 17.
Specific embodiment
By way of example and in conjunction with the accompanying drawings, the invention will be further described:
Movement lower coal body protrusion test method is adopted in a kind of influence of coal seam permeability, comprising the following steps:
Step 1: production experimental rig.
In conjunction with shown in Fig. 1-Fig. 3, experimental rig is mainly by seal cavity 1, transparent box 2, front pressuring plate 3, forward press 4, side pressure Plate 7, side pressure bar 8, upper padding plate 9, top board 10, upperpush rod 11 form.
It is in concave that seal cavity 1 is whole, and the recess of seal cavity 1 is towards front.
The transparent box 2 contour, wide with notch portion is provided in the front of seal cavity 1.Rear portion, the top of transparent box 2 It opens wide and is just connected with notch portion.Transparent box 2 and seal cavity 1 share same bottom plate 5, i.e., transparent box 2 only with it is left, Right, front side wall.Left and right is immediately provided with the front pressuring plate of several transparent materials between the notch portion and transparent box 2 of seal cavity 1 3, so that the notch portion of seal cavity 1 be made to constitute test specimen placed cavity 6, test specimen placed cavity 6 is for placing moulded coal test specimen 17.
Each front pressuring plate 3 is equipped with forward press 4, and forward press 4 passes through transparent box 2 and corresponding preceding pressure from the front to the back Plate 3 is connected, each 3 respective independent control of corresponding forward press 4 of front pressuring plate, and passes through the driving speed of successively unloading simulation working face Degree.Front pressuring plate 3 is all made of transparent material with transparent box 2 and is made, and experimenter can observe the crackle of surface of test piece during the test Spread scenarios.It is preferred especially with ultra-high strength and toughness degree transparent material pa nurse polycarbonate plate in transparent material, performance is more superior.
The left side of test specimen placed cavity 6, right side, rear side are respectively equipped with one piece of side plate 7, and the head end of side plate 7 is inserted into On the correspondence side wall of seal cavity 1, air hole 7a is provided with for being connected to test specimen placed cavity 6 and seal cavity in 7 head end of side plate 1.Every piece of side plate 7 is respectively equipped with a side pressure bar 8, and 8 ecto-entad of side pressure bar passes through the end of seal cavity 1 and side plate 7 End is connected.Preferably, side plate 7 is using the structure for setting vertical parting bead in rectangular outer frame, and vertical parting bead is just staggered air hole 7a, so that the fluid in seal cavity 1 be enable to enter test specimen placed cavity 6 by air hole 7a.
Test specimen placed cavity 6 and the inner wall upper limb of transparent box 2 share same upper padding plate 9, and 9 top front and back of upper padding plate is immediately set It is equipped with several top boards 10.Each top board 10 is equipped with upperpush rod 11, the end of upperpush rod 11 using two clamping plates 11a it Between install spherical ball 11b structure (as shown in Figure 4), each 10 respective independent control of corresponding upperpush rod 11 of top board, and By applying different load, to reflect inhomogeneous deformation of the roof under non-uniform load.Since top board 10 is more Block is closely arranged, therefore adds upper padding plate 9, it is ensured that the leakproofness of test specimen placed cavity 6, and simulate roof and goaf.
It is provided with fluid entry holes 12 on the side wall of seal cavity 1, is passed through stream into seal cavity 1 by fluid entry holes 12 Body;Fluid-exiting apertures 13 are provided on the side wall of transparent box 2, test process medium fluid is discharged through Fluid-exiting apertures 13.Preferably, fluid enters Totally two, hole 12, is symmetrical set on the rear wall of seal cavity 1;Fluid-exiting apertures 13 totally one, transparent box 2 is set All may be used on left side wall or right side wall.
In addition, test specimen placed cavity 6 is preferably the long rectangular cavity equal with width.
Bottom plate 5, cover board 15 are fixed by bolt 16 and the side wall of seal cavity 1.It, can for the leakproofness for ensuring experimental rig To be provided with the first sealing ring 14a using between bottom plate 5 and seal cavity 1, test specimen placed cavity 6;Seal cavity 1 and side pressure bar 8 Between, between seal cavity 1 and side plate 7 be provided with the second sealing ring 14b;Between seal cavity 1 and included cover board 15 It is provided with third sealing ring 14c;The 4th gasket 14d is provided between seal cavity 1 and upper padding plate 9.
Preferably, with front pressuring plate 3 using being threadedly coupled, side pressure bar 8 is used with side plate 7 and is threadedly coupled forward press 4, can also In a manner of using other be fixedly connected.
Preferably, top board 10 totally seven, the corresponding upperpush rod 11 of each top board 10 is respectively by control independent Part controls, to reflect roof inhomogeneous deformation;Front pressuring plate 3 totally six, each front pressuring plate 3 corresponding forward press 4 difference It is controlled by control section independent, and passes through the driving speed of successively unloading simulation working face.
The characteristics of experimental rig:
1, true triaxial stress can be applied from front and rear, left and right and top, and the end of top board uses and pacifies between two clamping plates The structure for filling spherical ball, by the way that un-uniformly distributed can be applied, thus the heterogeneous deformation of true simulation top plate.
2, front pressuring plate uses the structure of muti-piece combination, and working face tunneling process is simulated by gradually unloading;Top board is adopted With muti-piece group merge optimization upperpush rod end structure, top board respectively independent control to simulate roof non-uniform load Load, upper padding plate simulate roof and goaf;Compared to the mode artificially tunneled manually, practical work has been simulated realistically Condition, to improve test accuracy.
3, test specimen rear side and the pressing plate of arranged on left and right sides are equipped with air hole, can be inflated and be reached to test specimen by fluid entry holes To must gas pressure, test specimen bottom, front and top are without gas source supply hole, so as to the more true practical work of reflection Condition improves test accuracy.
4, experimental rig uses sealing structure, can apply related gas pressure, to reflect real working condition.
Step 2: prepare coal dust, and by raw coal crushing grinding to requiring particle size range, pulverized coal sieve after being ground by reciprocating sieve Divide and is dried for standby.Preferably, it is dried 22~26 hours after raw coal crushing grinding at 105~110 DEG C.
Step 3: moulded coal test material preparation, coal dust is mixed according to partial size ratio requirement, and addition coal dust is viscous in proportion It is stirred evenly after knot agent, coal dust loading mold is pressed into the moulded coal test specimen of square block.
Preferably, moulded coal test specimen is 600mm × 600mm × 100mm square block, and correspondingly, in step 1, test specimen is placed Chamber 6 is also 600mm × 600mm × 100mm rectangular cavity.
Step 4: moulded coal test specimen is installed, the moulded coal test specimen suppressed is put into the test specimen placed cavity 6 of experimental rig.
Step 5: applying triaxial stress, to left and right, rear the side pressure bar 8 and forward press 4, upperpush rod of experimental rig 11 apply stress, constrain moulded coal test specimen by three axis.
Step 6: applying gas pressure, methane gas is injected into experimental rig by fluid entry holes 12, methane gas is logical It crosses air hole 7a left and right, on rear side plate 7 to enter inside moulded coal test specimen, makes to form certain gas inside moulded coal test specimen Pressure simultaneously keeps gas injection pressure constant rear into next step.It is same by two fluid entry holes 12 when fluid entry holes 12 totally two When methane gas is injected into experimental rig.
Step 7: being tested, by front pressuring plate 3 from left to right or from right to left according to the stress of setting or change in displacement speed Rate is successively dropped back to the direction far from moulded coal test specimen, by recording at 10 different location of left and right, rear side plate 7 and top board Displacement obtains coal seam deformation data, while recording the variation of 13 gas flow of Fluid-exiting apertures.
Step 8: replacing the moulded coal test specimen of different permeabilities and intensity with other tests are organized, repeating step 4 to step Seven.
In step 8, the moulded coal test specimen of different permeabilities and intensity includes by adjusting coal particle size proportion, additive kind Type and dosage.In step 3, preferably, according to less than 40 mesh: 40~60 mesh: 60~80 mesh: 80~100 mesh: greater than 100 mesh point Not Wei the partial size proportion of 1:1:1:1:1,1:2:1:2:5,1:2:4:1:6 the moulded coal test specimens of three kinds of different permeabilities is made, be used for Progress is same in step 8 organizes other tests.
For example, by the coal dust of different-grain diameter according to less than 40 mesh: 40~60 mesh: 60~80 mesh: 80~100 mesh: greater than 100 The mixing of mesh=1:1:1:1:1 mass ratio, and add the milky white adhesive that mass ratio is 5% and be pressed into moulded coal test specimen as bonding agent, Repetition test is carried out according to the following table:
According to repetition test, or change additive types and dosage is carried out shown in upper table, repeats to test, coal seam can be studied The relationship of permeability and intensity and coal and gas outburst.

Claims (5)

1. the movement prominent test method of lower coal body is adopted in a kind of coal seam permeability influence, which comprises the following steps:
Step 1: production experimental rig;
The experimental rig includes the seal cavity (1) of concave, and the recess of the seal cavity (1) is towards front, close It is provided with the transparent box (2) contour, wide with notch portion in front of envelope cavity (1), rear portion, the top of the transparent box (2) are equal It opens wide and is just connected with notch portion, the transparent box (2) and seal cavity (1) share same bottom plate (5), and seal cavity (1) left and right is immediately provided with the front pressuring plate (3) of several transparent materials between notch portion and transparent box (2), to make to seal The notch portion of cavity (1) constitutes test specimen placed cavity (6);
Each front pressuring plate (3) is equipped with forward press (4), forward press (4) pass through from the front to the back transparent box (2) with it is respective right The front pressuring plate (3) answered is connected, the respective independent control of each corresponding forward press (4) of front pressuring plate (3), and passes through successively unloading simulation The driving speed of working face;The left side of the test specimen placed cavity (6), right side, rear side are respectively equipped with one piece of side plate (7), side The head end of pressing plate (7) is inserted on the correspondence side wall of seal cavity (1), and is provided with air hole (7a) for being connected to test specimen in head end Placed cavity (6) and seal cavity (1), every piece of side plate (7) are respectively equipped with a side pressure bar (8), side pressure bar (8) ecto-entad It is connected across seal cavity (1) with the end of side plate (7);The inner wall upper limb of the test specimen placed cavity (6) and transparent box (2) is total With same upper padding plate (9), upper padding plate (9) top front and back is immediately provided with several top boards (10), each top board (10) it is equipped with upperpush rod (11), spherical ball (11b) is installed using between two clamping plates (11a) in the end of upperpush rod (11) Structure, the respective independent control of each corresponding upperpush rod (11) of top board (10), and by applying different load, with reflection Inhomogeneous deformation of the roof under non-uniform load;
It is provided with fluid entry holes (12) on the side wall of the seal cavity (1), is provided with Fluid-exiting apertures on the side wall of transparent box (2) (13);
Step 2: prepare coal dust, by raw coal crushing grinding to requiring particle size range, after being ground by reciprocating sieve, coal fines screening is simultaneously It is dried for standby;
Step 3: moulded coal test material preparation, coal dust is mixed according to partial size ratio requirement, and coal dust binder is added in proportion After stir evenly, coal dust loading mold is pressed into the moulded coal test specimen of square block;
Step 4: moulded coal test specimen is installed, the moulded coal test specimen suppressed is put into the test specimen placed cavity (6) of experimental rig;
Step 5: applying triaxial stress, to left and right, rear the side pressure bar (8) of experimental rig and forward press (4), upperpush rod (11) apply stress, constrain moulded coal test specimen by three axis;
Step 6: applying gas pressure, methane gas is injected into experimental rig by fluid entry holes (12), methane gas passes through Air hole (7a) left and right, on rear side plate (7) enters inside moulded coal test specimen, makes to form certain watt inside moulded coal test specimen This pressure simultaneously keeps gas injection pressure constant rear into next step;
Step 7: being tested, by front pressuring plate (3) from left to right or from right to left according to the stress of setting or change in displacement rate It successively drops back to the direction far from moulded coal test specimen, by recording left and right, rear side plate (7) and top board (10) different location Locate displacement, obtain coal seam deformation data, while recording the variation of Fluid-exiting apertures (13) gas flow;
Step 8: replacing the moulded coal test specimen of different permeabilities and intensity with other tests are organized, repeating step 4 to step 7;
Step 9: repairing experiment data.
2. the movement prominent test method of lower coal body is adopted in coal seam permeability influence according to claim 1, it is characterised in that: In step 8, the moulded coal test specimen of different permeabilities and intensity includes by adjusting coal particle size proportion, additive types and dosage.
3. working face driving as described in claim 1 causes coal seam deformation experimental rig, it is characterised in that: in step 3, according to Less than 40 mesh: 40~60 mesh: 60~80 mesh: 80~100 mesh: greater than 100 mesh are respectively 1:1:1:1:1,1:2:1:2:5,1:2: The moulded coal test specimen of three kinds of different permeabilities is made in the partial size proportion of 4:1:6, organizes other tests together for carrying out in step 8.
4. the movement prominent test method of lower coal body is adopted in coal seam permeability influence according to claim 1, it is characterised in that: In step 3, the moulded coal test specimen is 600mm × 600mm × 100mm square block, and correspondingly, in step 1, the test specimen is put Setting chamber (6) also is 600mm × 600mm × 100mm rectangular cavity.
5. the movement prominent test method of lower coal body is adopted in coal seam permeability influence according to claim 1, it is characterised in that: In step 2, dried 22~26 hours after raw coal crushing grinding at 105~110 DEG C.
CN201810948183.8A 2018-08-20 2018-08-20 Coal body outburst test method under coal seam permeability influence mining action Active CN109142053B (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109991108A (en) * 2019-04-09 2019-07-09 重庆大学 Metallic framework reinforcing coal and gas outburst simulation test method under sound load action
CN110346216A (en) * 2019-06-20 2019-10-18 太原理工大学 Three axis load testing machine of coal and rock and method in the case of a kind of simulation driving disturbance
CN111272633A (en) * 2020-03-09 2020-06-12 山东科技大学 Test method for influencing permeability and wetting effect of coal seam by borehole deformation
CN112504936A (en) * 2020-11-30 2021-03-16 中国地质大学(北京) Testing device and testing method for simulating and researching permeability of deep coal bed methane

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1704017A1 (en) * 1989-12-19 1992-01-07 Pasko Boris Method of determination of contact strength of frozen coal
CN104090087A (en) * 2014-07-18 2014-10-08 中国矿业大学(北京) Coal mine collapse column bursting water geological mechanics fluid-solid coupling test device
CN104458418A (en) * 2014-12-15 2015-03-25 中国矿业大学(北京) Working face coal wall stability control simulation experiment table and application method
CN104568706A (en) * 2015-01-29 2015-04-29 湖南科技大学 Fluid-solid coupled similar simulation experimental platform
CN105259032A (en) * 2015-09-30 2016-01-20 山东科技大学 Method for testing coal brittleness on spot in real time

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1704017A1 (en) * 1989-12-19 1992-01-07 Pasko Boris Method of determination of contact strength of frozen coal
CN104090087A (en) * 2014-07-18 2014-10-08 中国矿业大学(北京) Coal mine collapse column bursting water geological mechanics fluid-solid coupling test device
CN104458418A (en) * 2014-12-15 2015-03-25 中国矿业大学(北京) Working face coal wall stability control simulation experiment table and application method
CN104568706A (en) * 2015-01-29 2015-04-29 湖南科技大学 Fluid-solid coupled similar simulation experimental platform
CN105259032A (en) * 2015-09-30 2016-01-20 山东科技大学 Method for testing coal brittleness on spot in real time

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
刘东: "煤层气开采中煤储层参数动态演化的物理模拟试验与数值模拟分析研究", 《中国博士学位论文全文数据库 工程科技Ⅰ辑》 *
许江 等: "煤层瓦斯抽采过程中煤岩变形的物理模拟实验", 《煤炭学报》 *

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109991108A (en) * 2019-04-09 2019-07-09 重庆大学 Metallic framework reinforcing coal and gas outburst simulation test method under sound load action
CN109991108B (en) * 2019-04-09 2020-04-03 重庆大学 Simulation test method for metal framework reinforced coal and gas outburst under action of dynamic and static loads
CN110346216A (en) * 2019-06-20 2019-10-18 太原理工大学 Three axis load testing machine of coal and rock and method in the case of a kind of simulation driving disturbance
CN110346216B (en) * 2019-06-20 2022-01-14 太原理工大学 Coal rock triaxial loading test device and method under condition of simulated tunneling disturbance
CN111272633A (en) * 2020-03-09 2020-06-12 山东科技大学 Test method for influencing permeability and wetting effect of coal seam by borehole deformation
CN111272633B (en) * 2020-03-09 2022-04-08 山东科技大学 Test method for influencing permeability and wetting effect of coal seam by borehole deformation
CN112504936A (en) * 2020-11-30 2021-03-16 中国地质大学(北京) Testing device and testing method for simulating and researching permeability of deep coal bed methane
CN112504936B (en) * 2020-11-30 2021-12-03 中国地质大学(北京) Testing device and testing method for simulating and researching permeability of deep coal bed methane

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