CN205139134U - Size and inclination adjustable colliery similar model test system of stope - Google Patents
Size and inclination adjustable colliery similar model test system of stope Download PDFInfo
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- CN205139134U CN205139134U CN201520878243.5U CN201520878243U CN205139134U CN 205139134 U CN205139134 U CN 205139134U CN 201520878243 U CN201520878243 U CN 201520878243U CN 205139134 U CN205139134 U CN 205139134U
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Abstract
The utility model relates to a size and inclination adjustable colliery similar model test system of stope, include: model bearing frame, pressure load device, model frame rotary device, centralized control device and monitoring devices, model bearing frame is used for laying the similar model of stope, centralized control device is used for sending to the pressure load device according to the experimental pressure value of setting for and exerts pressure control command and send rotatory control command according to the experimental inclination value of setting for to model frame rotary device, the pressure load device is used for exerting pressure to model bearing frame according to the control command that exerts pressure, model frame rotary device is used for the rotatory inclination of setting for according to spin control instruction messenger model bearing frame, monitoring devices is arranged in monitoring the state of the similar model of stope at excavation process. Through adopting this system, can simulate the on -the -spot different inclinations in colliery, different buried depth, coal face's that different coal is thick pressure presentation attributes in the laboratory.
Description
Technical field
The utility model relates to Strata Behaviors in Longwall Mining research field, is specifically related to a kind of size and tilt adjustable saves formula colliery stope layer during similar model test system.
Background technology
Coal is the main energy sources of China, has important strategic position in the national economic development.Current China's coal mines mining depth increases with the speed of annual 8m-12m, and east mine is just with the speed development of every 10 years 100m-250m.Along with superficial part coal resources are petered out, coal mining depth progressively develops into deep 700m-800m by initial superficial part 200m-300m, Part Coal Mine mining depth reaches more than 1000m, to enter into the degree of depth of 1000m-1500m in the following 20 years a lot of collieries of China, deep mining problems faced becomes increasingly conspicuous.Compared with exploiting with superficial part, medium and deep, the maximum difficulty of deep coalmining is that the mechanical environment of the complexity residing for country rock is difficult to estimate.Under large mining depth, high-ground stress, strong exploitation perturbation action, deep wall rock shows such as complicated stress field of the surrounding rock feature, large deformation and the mechanical characteristic such as high current sex change, coal petrography fragility-ductility conversion.
And as supporting the basic research field of deep mining research, the Basic Science Problem such as strength determining method research, the Strength Criterion for Ceramics research of engineering rock mass, the large deformation research of engineering rock mass as: the continuity problem research of the Research on Mechanical Properties of engineering rock mass, engineering rock mass under Deep Condition, the constitutive relation of engineering rock mass and parameter determination method research, engineering rock mass all awaits furtheing investigate, and existing basic achievement is difficult to the day by day serious engineering technology problem that answer deep mining faces.
Scale model is real physical entity, under the condition substantially meeting the principle of similitude, it can reflect the interaction relationship of stope overlying strata and face timbering body more realistically, more accurately analog operation face recovery process and impact, and can provide test findings more intuitively.But, due to many-sided factor restriction such as intensity and toughness, model laying workload, loading accuracy, model measurement of model framework structure, mostly stope mine pressing model test is the medium and small guide testing table of geometry below guide 1:100 (minimum is 1:600) for a long time, moulded dimension is less on the one hand, and the aspect such as rate of loading, loading accuracy, voltage stabilizing duration of model boundary shows slightly not enough on the other hand.The most disadvantageously, physico-mechanical properties and the true coal and rock of analog material greatly differ from each other, more than maximum difference two orders of magnitude.For the model test of 1:100, according to similarity theory about geometric similarity ratio and body force, the relation C γ CL=C σ of stress similitude ratio, can find out, the geometry guide of stope model determines the mechanical strength index of analog material to a great extent, its elastic modulus of analog material of medium and small guide stope model, the mechanical index such as tensile strength are maximum is only about 0.75% of original coal petrography intensity, its mechanical index is well below real coal petrography intensity, similar material mixture is with gypsum, calcium carbonate, river sand is main, its plasticity, there were significant differences for fragility and true coal and rock.Moreover, because geometry guide is less than normal, in test result processing procedure, test error can be caused extremely to be amplified, reduce similarity and the confidence level of test findings.In addition, existing stope mine pressing rig for model test size is relatively fixing, and model framework can not rotate or angle rotatable deficiency, can not simulate the mining conditions such as large-inclination-angle coal bed, workplace pitching is adopted.
In sum, conventional stope rig for model test lacks universality for exploitation cases such as different angle, different-thickness, different buried depth, in order to the Strata Behaviors in Longwall Mining feature of the complicated difficult mining coal seam that deep announcement is representative with large mining depth, high spud angle, thick seam, be badly in need of that research and development are a kind of has universality, the large scale high precision stope model assay systems of moulded dimension and tilt adjustable and test method.
Utility model content
Technical problem to be solved in the utility model how to provide a kind of size and tilt adjustable to save formula colliery stope layer during similar model test system.
For this purpose, the utility model proposes a kind of size and tilt adjustable saves formula colliery stope layer during similar model test system, comprising: model bearing frame, pressure loading device, model framework whirligig, central control device and monitoring device;
Described model bearing frame is for laying stope scale model;
Described central control device sends to described pressure loading device exert pressure steering order and the inclination value that is set based on the test for the force value that is set based on the test and to send to described model framework whirligig and rotate steering order;
Described pressure loading device is used for exerting pressure steering order described in basis to described model bearing frame applying pressure;
Described model framework whirligig is used for making described model bearing frame rotate the inclination angle of described setting according to described rotation steering order;
Described monitoring device is for monitoring the state of described stope scale model in digging process.
Preferably, the left and right sides in described model bearing frame is respectively equipped with power transmission cushion block, and described power transmission cushion block is along the symmetrical distribution of center line of described model bearing frame.
Preferably, described pressure loading device comprises lateral pressure charger and top pressure charger; Described lateral pressure charger is used for applying horizontal gradient pressure to described model; Described top pressure charger is used for applying VG (vertical gradient) pressure, with the landforms of stope described in model to described model top.
Preferably, the uniform distributed pressure loader that described pressure loading device comprises pressure-loaded oil cylinder and is connected with described pressure-loaded oil cylinder, described pressure-loaded oil cylinder is equidistantly uniformly distributed along the top cross-bar of described model bearing frame and vertical beam, and described pressure-loaded oil cylinder evenly applies pressure by described uniform distributed pressure loader to described model.
Preferably, each pressure-loaded oil cylinder in a described top cross-bar respectively corresponding oil circuit control controls, the corresponding same oil circuit control of two, left and right pressure-loaded oil cylinder of the sustained height on described vertical beam controls, and the corresponding different oil circuit control of pressure-loaded oil cylinder of the differing heights on described vertical beam controls.
Preferably, described central control device is high-precision hydraulic servo control device, and described high-precision hydraulic servo control device comprises industrial control computer, hydraulic controller, electrohydraulic proportional controller, pressure unit;
The force value of described industrial control computer for being set based on the test, is converted to electric signal by pressure signal and transfers to described electrohydraulic proportional controller;
Described electrohydraulic proportional controller is used for the force value set to described pressure loading device output test according to described electric signal;
Monitoring result is transferred to described hydraulic controller for monitoring described pressure loading device to described model bearing frame applied pressure by described pressure unit;
Described hydraulic controller is for contrasting the force value of described monitoring result and described test setting and comparing result being transferred to described industrial control computer;
Described industrial control computer is used for sending corrected signal to described electrohydraulic proportional controller, the pressure that described electrohydraulic proportional controller exports to described pressure loading device according to the adjustment of described corrected signal according to described comparing result.
Preferably, described high-precision hydraulic servo control device also comprises fixed displacement pump, filtrator, safety valve, accumulator and switch or reversal valve;
Hydraulic oil is transported to described accumulator by filtrator and safety valve by described fixed displacement pump; Described accumulator stores the hydraulic oil of a part of pressure higher than test maximal pressure force value; The oil-out of described accumulator connects described electrohydraulic proportional controller, and the force value of the hydraulic oil that described accumulator exports by described electrohydraulic proportional controller is reduced to the force value of described test setting.
Preferably, described model framework whirligig comprises two telescopic oil cylinders, and described telescopic oil cylinder is by model bearing frame one-sided rotation 0-60 ° described in infinite variable speed form control.
Preferably, described model framework whirligig also comprises: rotary positioning apparatus, and described rotary positioning apparatus is positioned at the bottom of described model bearing frame, and rotary positioning apparatus is used for by rotating the colliery stratum of different angle simulations without inclination angle.
Preferably, described rotary positioning apparatus connects described central control device, by inputting default angle in described central control device, controlling described rotary positioning apparatus and rotating described default angle.
Preferably, this system also comprises: frame base, described frame base is positioned at the center line certain distance to the left of the lower beam of described model bearing frame, the center of gravity of described model bearing frame is made to be positioned at the right side of the center line of described model bearing frame all the time, make described telescopic oil cylinder be subject to the effect of axial tensile force all the time, avoid, during described telescopic oil cylinder pressurized, unstability occurs.
Preferably, this system also comprises: model forming restraining structure, and described model forming restraining structure successively inserts described model bearing frame, and it is smooth that described model forming restraining structure is used for that stope analog material is laid.
Preferably, described model forming restraining structure comprises side limit plate, clamp, and described side limit plate inserts the front and back of described model bearing frame, and described clamp is for clamping described side limit plate, reduce the span of described side limit plate, guarantee that described stope analog material is laid smooth.
Preferably, between described model bearing frame and described pressure loading device, be also equipped with double-deck teflon, for reducing the friction between described pressure loading device and the contact site of described model bearing frame.
Preferably, the front and back of described stope scale model is provided with antistatic, wear-resisting armourplate glass, for observing the process of deformation and failure of described stope scale model.
Formula colliery stope layer during similar model test system and method is saved by adopting size provided by the utility model and tilt adjustable, the stope mine pressing rule under the conditions such as difference is adopted deeply, Different Strata inclination angle, large scale can be simulated, mainly comprise the strata behaviors features such as coal-face first weight, periodic weighting, ground pressure strength, lead abutment pressure distribution, coal wall caving; Overlying strata migration fracture can be observed.Wherein, in complicated seam group production practice optimizing research, the Pre feasibility in early stage of stope mine pressing rule that different mining sequence causes and overlying strata migration characteristics can be contrasted, formulate recovery scheme for mine and foundation is provided; In super high seam separate zone production, strata pressure laws during contrast different exploitation lift height can be simulated, for the optimal design of separate zone production scheme provides foundation; In large-inclination-angle coal bed Face Pressure research, top board disrumpent feelings rule along inclined direction and the roof weighting feature of different parts can be obtained.
Save formula colliery stope layer during similar model test system by this size and tilt adjustable can realize carrying out Pre feasibility to the stope mine pressing rule under different coal mining geological condition in laboratory, and also accident scenarios reproduction and case analysis be can carry out by model test for the face roof disaster occurred, genesis mechanism and the counte-rplan of top board disaster probed into.This pilot system for further investigation deep mining Strata Behaviors in Longwall Mining feature, the theoretical research of in-depth stope mine pressing, realize coal face safety and high efficiency significant.
Accompanying drawing explanation
Can understanding feature and advantage of the present utility model clearly by reference to accompanying drawing, accompanying drawing is schematic and should not be construed as and carry out any restriction to the utility model, in the accompanying drawings:
Fig. 1 shows the structural representation that the utility model embodiment 1 size and tilt adjustable save formula colliery stope layer during similar model test system;
Fig. 2 shows the structural representation that the utility model embodiment 2 size and tilt adjustable save formula colliery stope layer during similar model test system;
Fig. 3 shows the utility model embodiment 3 size and tilt adjustable saves formula colliery stope layer during similar model test system tilt view;
Fig. 4-A to Fig. 4-C shows the view that the utility model embodiment 4 size and tilt adjustable save formula colliery stope layer during similar model test system;
Fig. 5 shows the structural representation that the utility model size and tilt adjustable save rotary positioning apparatus in the stope layer during similar model test system of formula colliery.
Fig. 6 shows the control flow schematic diagram that the utility model size and tilt adjustable save hydraulic servo control apparatus in the stope layer during similar model test system of formula colliery.
Embodiment
Below in conjunction with accompanying drawing, embodiment of the present utility model is described in detail.
Embodiment 1
Fig. 1 is the structural representation that the utility model embodiment 1 size and tilt adjustable save formula colliery stope layer during similar model test system, as shown in Figure 1, the size that the utility model provides and tilt adjustable save formula colliery stope layer during similar model test system, comprising: model bearing frame 1, pressure loading device, model framework whirligig 2, central control device and monitoring device;
Model bearing frame is for laying stope scale model; Central control device sends to pressure loading device exert pressure steering order and the inclination value that is set based on the test for the force value that is set based on the test and to send to model framework whirligig and rotate steering order; Pressure loading device is used for applying pressure according to steering order of exerting pressure to model bearing frame; Model framework whirligig is used for making model bearing frame rotate predetermined inclination angle according to rotation steering order; Monitoring device is for monitoring the state of stope scale model in digging process.
Wherein, model bearing frame is arranged on foundation 14 by frame base 10, frame base 10 comprises bearing pin, step flange, bearing seat, bearing, sliding bearing, bearing pin has step, bearing pin and model bearing frame 1 are undertaken fastening by step flange and bolt group, adopt sliding bearing to be connected between bearing seat with bearing.Bearing pin material can select 40Cr, the location of the pin shaft hole of frame base is selected in the center line certain distance to the left of model bearing frame 1 lower beam, make in the zero load of model bearing frame, lay each stages such as model, the center of gravity of model bearing frame 1 is positioned at the right side of frame center line all the time, make model framework whirligig 2 be subject to the effect of axial tensile force all the time, avoid, during oblique pull oil cylinder pressurized, unstability occurs.
Wherein, model bearing frame 1 is made up of upper and lower two symmetrical C glyph framework 4,5, adopts Flange joint between upper and lower two C font frameworks 4,5, and interface 15 is in " Z " font, located by step and transverse bolt during connection, and undertaken fastening by transverse bolt and high-strength bolt group.This model bearing frame has the feature of high rigidity, high strength, and under the simulated conditions of carrying out large scale and high strength loading, the relative deformation of the lower and upper cross-member of framework is less than 5mm, and each position of framework is stressed is no more than 0.75 of elastic properties of materials strength degree.
Fig. 1 belongs in the ordinary course of things, and simulation stope stratigraphic dip is the situation of zero, and the anglec of rotation of model framework whirligig 2 is zero.During owing to laying stope analog material in model bearing frame 1, each layer of stope there are differences, and needs to lay each layering successively from bottom to top according to the thickness of each layering and mix proportion scheme.Preferably, this size and tilt adjustable save formula colliery stope layer during similar model test system and also comprise: model forming restraining structure, model forming restraining structure successively inserts model bearing frame, it is smooth that model forming restraining structure is used for that stope analog material 8 is laid, and prevents the front of model, the back side heaves.Model forming restraining structure generally adopts side to limit plate and clamp, in stope analog material process of deployment, inserting side limit plate 7 in model bearing frame in advance, with clamp clamping side limit plate 7, reduce the span of side limit plate 7, increase its bending strength, prevent side from limitting plate 7 that larger flexural deformation occurs, inside the limit plate 7 of side, available ink fountain snap the line mark, is conducive to layering and lays stope analog material 8, guarantees that each layering is laid smooth.When laying each layering, material loading is carried out after being stirred by the analog material of default proportioning, tentatively strike off with scraper plate, then can divide with mechanical tamping equipment and take turns compacting more, until the upper surface of layering and side limit the mark line on plate concordant, complete the laying of this layering, repeat said process, complete the laying of each layering successively.Wherein, the thickness of each layering and mix proportion scheme can according to the coal mining geological condition of coal work mask body, theoretical for foundation with scale model, Confirming model tests rational geometric similarity ratio and stress similitude ratio, then the thickness of coal face's top board, coal seam, base plate and mechanics parameter are scaled thickness corresponding to each layering and mechanics parameter, formulate the mix proportion scheme of analog material according to the mechanics parameter of each layering, then get out all kinds of similar starting material needed for testing.
Wherein, central control device can be high-precision hydraulic servo control device, and high-precision hydraulic servo control device generally comprises industrial control computer, hydraulic controller, electrohydraulic proportional controller, pressure unit; As shown in Figure 6, the force value that industrial control computer is set based on the test, is converted to electric signal by pressure signal and transfers to described electrohydraulic proportional controller; The force value that electrohydraulic proportional controller sets to described pressure loading device output test according to described electric signal; The force value that pressure loading device exports according to electrohydraulic proportional controller, applies the pressure of setting to model bearing frame; Pressure unit monitoring pressure charger is to model bearing frame applied pressure and monitoring result is transferred to described hydraulic controller; Hydraulic controller contrasts the force value of described monitoring result and described test setting and comparing result is transferred to described industrial control computer; Industrial control computer sends corrected signal according to described comparing result to described electrohydraulic proportional controller, the pressure that described electrohydraulic proportional controller exports to described pressure loading device according to the adjustment of described corrected signal.Preferably, the force value of hydraulic controller contrastive detection and the setup pressure value of correspondence, and as the input parameter of function in the function that difference input is mixed up in advance, the pressure difference value of input is converted into correction factor by calculating by industrial control computer, and correction factor is passed to electrohydraulic proportional controller, electrohydraulic proportional controller revises exit pressure levels again, to improve the consistance of actual pressure value and setup pressure value.Wherein preferably, this high-precision hydraulic servo control device also comprises fixed displacement pump, filtrator, safety valve, accumulator and switch or reversal valve; Hydraulic oil is transported to described accumulator by filtrator and safety valve by described fixed displacement pump; Described accumulator stores the hydraulic oil of a part of pressure higher than test maximal pressure force value; The oil-out of described accumulator connects described electrohydraulic proportional controller, and the force value of the hydraulic oil that described accumulator exports by described electrohydraulic proportional controller is reduced to the force value of described test setting.Wherein, this switch or reversal valve can be electromagnetic switch or solenoid directional control valve, can control solenoid realize the conducting of electromagnetic switch or reversal valve and close by hydraulic controller driving circuit.By above-mentioned control mode, the work of pumping source discontinuity can be ensured, prevent pumping source from generating heat too much, extend the serviceable life of fixed displacement pump.The high-precision fixed quantification that high-precision hydraulic servo control device can realize pressure-loaded controls, and can ensure that the deviation of the oil pressure of oil pressure and the setting applied is less than ± 0.1MPa, the loading deviation on stope scale model surface is less than ± 0.02MPa.In addition, high-precision hydraulic servo control device contamination resistance is strong, and can normally work for a long time in the oil pressure of NAS10 level, reliability is high, and the warranty test director phase normally works, and reduces maintenance cost.
Wherein more preferably, described pressure loading device comprises lateral pressure charger 6 and top pressure charger 3; Described lateral pressure charger 6 is for applying horizontal gradient pressure to described model; Described top pressure charger 3 is for applying VG (vertical gradient) pressure, to simulate the morphosequent in described colliery to described model top.In order to ensure model border uniform force, the uniform distributed pressure loader 9 that described pressure loading device comprises pressure-loaded oil cylinder and is connected with described pressure-loaded oil cylinder, described pressure-loaded oil cylinder is equidistantly uniformly distributed along the top cross-bar of described model bearing frame 1 and vertical beam, and described pressure-loaded oil cylinder evenly applies pressure by described uniform distributed pressure loader 9 to described model.Because colliery surface relief is changeable, and the lateral pressure of stope different depth is different, so the morphologic characteristics in order to simulate stope more truly, each pressure-loaded oil cylinder in a described top cross-bar respectively corresponding oil circuit control controls, the corresponding same oil circuit control of two, left and right pressure-loaded oil cylinder of the sustained height on described vertical beam controls, and the corresponding different oil circuit control of pressure-loaded oil cylinder of the differing heights on described vertical beam controls.Each oil circuit control is separate, does not interfere with each other.High-precision hydraulic servo control device presets the output pressure of each oil circuit, is controlled pressure-loaded oil cylinder by these oil circuit controls, can apply the load diatibution of triangle, trapezoidal and other irregular obstacle body to similar material model body.
Wherein preferably, model framework whirligig 2 can comprise two telescopic oil cylinders, and described telescopic oil cylinder is by model bearing frame 1 one-sided rotation 0-60 ° described in infinite variable speed form control.Preferably, can be two Long travel telescopic oil cylinders.Conveniently control, these two telescopic oil cylinders are also controlled by central control device, can by of high-precision hydraulic servo control device independently servocontrol oil circuit control, implementation model bearing frame 1 Automatic Positioning Control, guarantees the action Complete Synchronization of two Long travel telescopic oil cylinders.Rotary positioning apparatus 19 is provided with bottom model bearing frame 1, the specific structural details of this rotary positioning apparatus 19 as shown in Figure 5, the central shaft of this rotary positioning apparatus often rotates through a hole, represent inclination angle and increase by 1 °, 0 °, 1 °, 2 ° can be simulated ... the coal measure strata of 61 kinds of different angle such as 60 ° of grades, ensure that the inclination angle of laying model is consistent with the inclination angle designed a model, and reliable and stable under any anglec of rotation of setting, the upset beyond not requiring.Described rotary positioning apparatus connects described central control device, by inputting default angle in described central control device, controlling described rotary positioning apparatus and rotating described default angle.Before rotating model bearing frame 1, input angle in central control device, this rotary positioning apparatus 19 can rotate by automatic control model bearing frame 1, and when after arrival set angle, model bearing frame 1 stops the rotation automatically, automatic locking, convenient, safety.
Wherein preferably, at the top of stope scale model, arranged on left and right sides three pressure-loaded faces adopt antifriction techniques, namely by laying double-deck teflon between model and the load plate of pressure loading device, the friction between pressure loading device and stope scale model contact site can be reduced.After the maintenance time limit that stope scale model reaches regulation, can the both sides of interval dismounting from top to bottom side limit plate, wherein, the thick armourplate glass of antistatic, wear-resisting 19mm can be covered at the front and back of stope scale model, be convenient to the process of deformation and failure observing stope scale model.
After stope scale model has been laid, according to the excavation step pitch that excavation plan is determined, the requirements such as time similarity ratio, front and back in coal seam marks the mark line in different excavation stage in advance, when excavating in coal seam, according to the profile of mark line, excavate with the front and back of hand drill from stope scale model simultaneously, after model first time excavation, model hydraulic support to be installed in time, and support is risen tight to predetermined setting load, after follow-up each excavation, all to reduce the height of support in time, and the frame that moves completing support rises the operations such as frame, make set cap front end abutment rib, then rise tight to predetermined setting load.Each excavation terminates, monitoring device records the dynamic response of stope scale model and support in time, as: the load of model hydraulic support column, the parameter such as side load, model hydraulic support top beam attitude, model hydraulic support top beam deflection of back timber and caving shield, and the stress distribution situation of stope scale model monitor layer position, the displacement dynamic monitoring of surperficial measuring point.Wherein preferably, for the layering of primary study, can after layering have been laid, at this layer of setting pressure sensor.During setting pressure sensor, the space identical with sensor shape is dug out at delaminations internal with specific purpose tools such as scoops, and the linear space of digging out needed for sensor lead, sensor and lead-in wire are placed in above-mentioned excavation space, again with this layering remaining analog material filling covering sensor and lead-in wire, keep the planarization of this layering upper surface entirety.
Embodiment 2
Embodiment 2 is substantially the same manner as Example 1, its key distinction is, if stope scale model length is less in experimental program, the held width of not enough model bearing frame, as shown in Figure 2, the left and right sides in model bearing frame is respectively equipped with power transmission cushion block 16, and power transmission cushion block 16 is along the symmetrical distribution of center line of described model bearing frame 1, guarantee that the model laid is positioned at framework central authorities, to lay the model of different length specification.Pressure loading device comprises lateral pressure charger 6 and top pressure charger 3; Lateral pressure charger 6 applies horizontal gradient pressure by power transmission cushion block 16 to described model.Due to power transmission cushion block 16 can be arranged in model bearing frame 1, so can the size of model bearing frame 1 be done larger, in order to adapt to the stope layer during similar model test scheme of large scale, large stope.When the stope scale model size tested is less, by arranging power transmission cushion block 16, also can test, so the size of the utility model foundation and tilt adjustable save formula colliery stope layer during similar model test system have universality.
Embodiment 3
Embodiment 3 is substantially the same manner as Example 1, its key distinction is, embodiment 3 adopts the pilot system in embodiment 1, test is carried out for the stratum with certain inclination angle, embodiment 1 is the test that the stratum being zero for model inclination angle is carried out, as shown in Figure 3, the duty of the utility model pilot system when being simulation tilted strata, in order to simulate the stratum of inclination, model framework whirligig 2 driving model bearing frame 1 have rotated certain angle, rotary stopper pin 12 have left rotary stopper base 13, rotary stopper pin 12 inserts in the aperture on rotary stopper plate 11, this pilot system is made to keep stable, stope scale model is laid afterwards in model bearing frame 1, after laying completes, again model bearing frame 1 is gone back to horizontal level, other are identical with embodiment 1.
Embodiment 4
Embodiment 4 is substantially the same manner as Example 1, its key distinction is, in order to ensure that model bearing frame has high strength and high rigidity, as shown in Fig. 4-A to 4-C, connected by pull bar 17 between the lower and upper cross-member of C glyph framework structural member, to improve the non-deformability of model bearing frame 1, reduce relatively to shift near deflection, in order to prevent the nut generation local damage of pull bar, high-strength aluminum alloy pad can be increased between nut and pull bar 17.In addition, in order to make model bearing frame more stable, balance hawser 18 can be set between entablature and frame base.
Formula colliery stope layer during similar model test system and method is saved by adopting size disclosed in the utility model and tilt adjustable, the stope mine pressing rule under the conditions such as difference is adopted deeply, Different Strata inclination angle, large scale can be simulated, mainly comprise the strata behaviors features such as coal-face first weight, periodic weighting, ground pressure strength, lead abutment pressure distribution, coal wall caving; Overlying strata migration fracture can be observed.Wherein, in complicated seam group production practice optimizing research, the Pre feasibility of stope mine pressing rule that different mining sequence causes and overlying strata migration characteristics can be contrasted, formulate recovery scheme for mine and foundation is provided; In super high seam separate zone production, strata pressure laws during contrast different exploitation lift height can be simulated, for the optimal design of separate zone production scheme provides foundation; In large-inclination-angle coal bed Face Pressure research, top board disrumpent feelings rule along inclined direction and the roof weighting feature of different parts can be obtained.
Save formula colliery stope layer during similar model test system by this size and tilt adjustable can realize carrying out Pre feasibility to the stope mine pressing rule under different coal mining geological condition in laboratory, and also accident scenarios reproduction and case analysis be can carry out by model test for the face roof disaster occurred, genesis mechanism and the counte-rplan of top board disaster probed into.This pilot system for further investigation deep mining Strata Behaviors in Longwall Mining feature, the theoretical research of in-depth stope mine pressing, realize coal face safety and high efficiency significant.
Central control device of the present utility model can adopt existing hardware device, and as high-precision hydraulic servo control device controls, and not necessarily needs software to realize.The utility model protection be interconnected relationship between each device and framework; but not the mode producing instruction is improved; and producing and executing stressed instruction with the instruction carrying out rotating is all more common instruction; all can being realized by hardware circuit, controlling by converting pressure signal and rotating signal to electric signal.
Although describe embodiment of the present utility model by reference to the accompanying drawings, but those skilled in the art can make various modifications and variations when not departing from spirit and scope of the present utility model, such amendment and modification all fall into and are required within limited range by appended utility model right.
Claims (15)
1. size and tilt adjustable save a formula colliery stope layer during similar model test system, it is characterized in that, comprising: model bearing frame, pressure loading device, model framework whirligig, central control device and monitoring device;
Described model bearing frame is for laying stope scale model;
Described central control device sends to described pressure loading device exert pressure steering order and the inclination value that is set based on the test for the force value that is set based on the test and to send to described model framework whirligig and rotate steering order;
Described pressure loading device is used for exerting pressure steering order described in basis to described model bearing frame applying pressure;
Described model framework whirligig is used for making described model bearing frame rotate the inclination angle of described setting according to described rotation steering order;
Described monitoring device is for monitoring the state of described stope scale model in digging process.
2. size according to claim 1 and tilt adjustable save formula colliery stope layer during similar model test system, it is characterized in that, the left and right sides in described model bearing frame is respectively equipped with power transmission cushion block, and described power transmission cushion block is along the symmetrical distribution of center line of described model bearing frame.
3. size according to claim 2 and tilt adjustable save formula colliery stope layer during similar model test system, it is characterized in that, described pressure loading device comprises lateral pressure charger and top pressure charger; Described lateral pressure charger is used for applying horizontal gradient pressure to described model; Described top pressure charger is used for applying VG (vertical gradient) pressure, to simulate the morphosequent in colliery to described model top.
4. size according to claim 1 and 2 and tilt adjustable save formula colliery stope layer during similar model test system, it is characterized in that, the uniform distributed pressure loader that described pressure loading device comprises pressure-loaded oil cylinder and is connected with described pressure-loaded oil cylinder, described pressure-loaded oil cylinder is equidistantly uniformly distributed along the top cross-bar of described model bearing frame and vertical beam, and described pressure-loaded oil cylinder evenly applies pressure by described uniform distributed pressure loader to described model.
5. size according to claim 4 and tilt adjustable save formula colliery stope layer during similar model test system, it is characterized in that, each pressure-loaded oil cylinder in a described top cross-bar respectively corresponding oil circuit control controls, the corresponding same oil circuit control of two, left and right pressure-loaded oil cylinder of the sustained height on described vertical beam controls, and the corresponding different oil circuit control of pressure-loaded oil cylinder of the differing heights on described vertical beam controls.
6. size according to claim 1 and 2 and tilt adjustable save formula colliery stope layer during similar model test system, it is characterized in that, described central control device is high-precision hydraulic servo control device, and described high-precision hydraulic servo control device comprises industrial control computer, hydraulic controller, electrohydraulic proportional controller, pressure unit;
The force value of described industrial control computer for being set based on the test, is converted to electric signal by pressure signal and transfers to described electrohydraulic proportional controller;
Described electrohydraulic proportional controller is used for the force value set to described pressure loading device output test according to described electric signal;
Monitoring result is transferred to described hydraulic controller for monitoring described pressure loading device to described model bearing frame applied pressure by described pressure unit;
Described hydraulic controller is for contrasting the force value of described monitoring result and described test setting and comparing result being transferred to described industrial control computer;
Described industrial control computer is used for sending corrected signal to described electrohydraulic proportional controller, the pressure that described electrohydraulic proportional controller exports to described pressure loading device according to the adjustment of described corrected signal according to described comparing result.
7. size according to claim 6 and tilt adjustable save formula colliery stope layer during similar model test system, it is characterized in that, described high-precision hydraulic servo control device also comprises fixed displacement pump, filtrator, safety valve, accumulator and switch or reversal valve;
Hydraulic oil is transported to described accumulator by filtrator and safety valve by described fixed displacement pump; Described accumulator stores the hydraulic oil of a part of pressure higher than test maximal pressure force value; The oil-out of described accumulator connects described electrohydraulic proportional controller, and the force value of the hydraulic oil that described accumulator exports by described electrohydraulic proportional controller is reduced to the force value of described test setting.
8. size according to claim 1 and 2 and tilt adjustable save formula colliery stope layer during similar model test system, it is characterized in that, described model framework whirligig comprises two telescopic oil cylinders, and described telescopic oil cylinder is by model bearing frame one-sided rotation 0-60 ° described in infinite variable speed form control.
9. size according to claim 8 and tilt adjustable save formula colliery stope layer during similar model test system, described model framework whirligig also comprises: rotary positioning apparatus, described rotary positioning apparatus is positioned at the bottom of described model bearing frame, and rotary positioning apparatus is used for by rotating the colliery stratum of different angle simulations without inclination angle.
10. size according to claim 9 and tilt adjustable save formula colliery stope layer during similar model test system, it is characterized in that, described rotary positioning apparatus connects described central control device, by inputting default angle in described central control device, controlling described rotary positioning apparatus and rotating described default angle.
11. sizes according to claim 8 and tilt adjustable save formula colliery stope layer during similar model test system, it is characterized in that, also comprise: frame base, described frame base is positioned at the center line certain distance to the left of the lower beam of described model bearing frame, the center of gravity of described model bearing frame is made to be positioned at the right side of the center line of described model bearing frame all the time, make described telescopic oil cylinder be subject to the effect of axial tensile force all the time, avoid, during described telescopic oil cylinder pressurized, unstability occurs.
12. sizes according to claim 1 and 2 and tilt adjustable save formula colliery stope layer during similar model test system, it is characterized in that, this system also comprises: model forming restraining structure, described model forming restraining structure successively inserts described model bearing frame, and it is smooth that described model forming restraining structure is used for that stope analog material is laid.
13. sizes according to claim 12 and tilt adjustable save formula colliery stope layer during similar model test system, it is characterized in that, described model forming restraining structure comprises side limit plate, clamp, described side limit plate inserts the front and back of described model bearing frame, described clamp is for clamping described side limit plate, reduce the span of described side limit plate, guarantee that described stope analog material is laid smooth.
14. sizes according to claim 1 and 2 and tilt adjustable save formula colliery stope layer during similar model test system, it is characterized in that, double-deck teflon is also equipped with, for reducing the friction between described pressure loading device and the contact site of described model bearing frame between described model bearing frame and described pressure loading device.
15. sizes according to claim 1 and 2 and tilt adjustable save formula colliery stope layer during similar model test system, it is characterized in that, the front and back of described stope scale model is provided with antistatic, wear-resisting armourplate glass, for observing the process of deformation and failure of described stope scale model.
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105319337A (en) * | 2015-11-05 | 2016-02-10 | 天地科技股份有限公司 | Dimension and dip angle adjustable type coal mine stope similar model test system and method |
| CN107101877A (en) * | 2017-06-22 | 2017-08-29 | 长安大学 | A kind of comprehensive Geotechnical Engineering test platform of complex slopes geologic model test |
| CN110780039A (en) * | 2019-10-28 | 2020-02-11 | 西安科技大学 | Coal mining ecological damage mechanism simulation test system |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105319337A (en) * | 2015-11-05 | 2016-02-10 | 天地科技股份有限公司 | Dimension and dip angle adjustable type coal mine stope similar model test system and method |
| CN105319337B (en) * | 2015-11-05 | 2019-01-04 | 天地科技股份有限公司 | Size and tilt adjustable section formula coal mine stope layer during similar model test system and method |
| CN107101877A (en) * | 2017-06-22 | 2017-08-29 | 长安大学 | A kind of comprehensive Geotechnical Engineering test platform of complex slopes geologic model test |
| CN110780039A (en) * | 2019-10-28 | 2020-02-11 | 西安科技大学 | Coal mining ecological damage mechanism simulation test system |
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