CN205404524U - Analogue test device that influences floor of coal seam gushing water testing system is adopted in simulation - Google Patents
Analogue test device that influences floor of coal seam gushing water testing system is adopted in simulation Download PDFInfo
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- CN205404524U CN205404524U CN201620113329.3U CN201620113329U CN205404524U CN 205404524 U CN205404524 U CN 205404524U CN 201620113329 U CN201620113329 U CN 201620113329U CN 205404524 U CN205404524 U CN 205404524U
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Abstract
Analogue test device that influences floor of coal seam gushing water testing system is adopted in simulation, including outer frame with establish the test bench in the frame outside, outer frame includes the lower frame, the upper ledge, left side frame and right frame, the middle part of left side frame and right frame all is equipped with a horizontal roof pressure mechanism, the test bench includes left riser, a pedestal, right side riser and two high strength transparent plates, left side riser, a pedestal, the open test cavity in top surrounds into between right side riser and the two high strength transparent plates, the base bottom, right side riser lower extreme all is equipped with along the support rolls of guide way removal. The utility model discloses place the sample in the test bench, apply longitudinal stress and transversal stress, then excavation coal seam collection associated data, simulate high water pressure and the change of bottom plate lithology, bottom plate gushing water overall process to obtain the associated data of bottom plate gushing water, be applied to the production operation, improved the security of coal mining operation, the utility model is simple in operation, the leakproofness is good, degree of automation is high, the test result is accurate more is close actual.
Description
Technical field
This utility model belongs to Safety of Coal Mine Production gushing water experimental technique field, particularly relates to a kind of simulation simulation test device by mining influence coal seam bottom water bursting pilot system.
Background technology
Mine water inrush is always up the emphasis that coalman author pays close attention to, and water inrush accident brings great loss to the life of the people and property frequently.Along with the numerical value means such as various simulation softwards such as FLAC-3D, ParticleFlowCode, Ansys in recent years constantly research deeply, study mechanism for coal seam bottom water bursting problem also becomes comparatively various, and before gushing water in the seepage field of rock mass, stress field etc., achieve certain achievement.But due to the complexity of Water Inrush From Faults In Floor disaster, especially deep mining risk factor is more, relies solely on Theoretical Calculation, numerical simulation is difficult to analysis and research, it is impossible to provide comparatively comprehensively understanding and analysis for Water Inrush From Faults In Floor process.
For the research of coal seam bottom water bursting mechanism, Chinese scholars has carried out substantial amounts of research work.20th century 40, the fifties, Hungary Wei Gefulunsi first time proposes the concept of " base plate relative water resisting layer ".The sixties in 20th century, with coal academy of sciences for representative, it is proposed that adopt water bursting coefficient as prediction Water Inrush whether standard.Thereafter, the beginning of the eighties, the scholar of University Of Science and Technology Of Shandong proposed " Down Three Zone " theory, and this theory thinks that working seam base plate also exists three bands like that also like mining overburden, it may be assumed that coal seam floor failure, complete rock stratum band (protection band) lead high-band with artesian water.And coal academy of sciences Beijing exploitation institute the comprehensive exploitation effect of scholar and artesian water motion, it is proposed that original position open split and Zero Position Failure theory, this theory discloses the overall process of generation, development, formation and change that floor rock moves.Proposed " the strong bleed-through road " of Chinese Academy of Sciences's geology is said and is thought whether base plate gushing water occurs, and it is critical only that whether possess water inrush channel." rock water stress relation " that Xi’an Branch of Mei Ke institute proposes is said and is thought that Water Inrush is the coefficient result of rock, water and stress.The vital edge that China Mining University scholar proposes is thought under seat earth Mining failure band, there is one layer of rock stratum that bearing capacity is the highest, be called " key stratum " on water-bearing layer, and whether base plate occurs gushing water to be controlled by key stratum.
In laboratory research, achieve significant progress in recent decades both at home and abroad, but the progress of analog simulation test relatively lags behind.Romm, Snow et al. carry out the hydraulic experimental study of crack rock in succession, and establish Modeling Seepage Field In Fractured Rock Mass, tentatively obtain some fundamental relations between rock mass stress and seepage flow.Li Liangjie, Yang Yingtao etc. utilize Equivalent Materials Testing, simulate stope sill mechanism of water inrush.Wang Jinan have developed rubber hydraulic bag as artesian water n-body simulation n device, and Coal-mining Above Confined-water has been carried out analog simulation test.Zhao Yixin etc. utilize biaxial loadings analog simulation pilot system, simulate, in conjunction with based on independent spring group, the assay device that artesian water loads, and have carried out and have considered the analog simulation experimental study of working face mining base plate migration rule on artesian water under crustal stress influence condition.
Analog simulation test is using the theory of similarity, dimensional analysis as the experimental study method of foundation, have directly perceived, theory analysis, the insoluble various destruction problems of numerical simulation can be solved, be more suitable for the model investigation of field, mine rock mass gushing water compared to traditional structure model test.The deformation of gob floor rock stratum has been studied by former Soviet Union scholar initially with analog material stereomodel；Analog simulation for gushing water is tested, just there are certain research China last century 80, the nineties, the units such as China Mining University, Xi'an Mei Ke institute successively carry out the scaled physical model test of coal seam bottom water bursting, tested by the scaled physical model without fault tectonic condition lower shoe gushing water, demonstrate the OX type destructive characteristics of base plate, and explain the regularity of distribution of Water Inrush point；Further through to complete floor with containing the simulation test of architectonic base plate, it was shown that complete floor is destroyed gushing water and occurred along " Zero Position Failure " line, and tomography affects lower gushing water has substantial connection with fault properties, goaf size.Due to solid&liquid couple the complex nature of the problem, seepage simulation is not often accomplished in conventional research, only with the external force equivalence of flexible loading simulation water pressure.Simulation for artesian water has various ways, mainly have employing robber cement bag mould intend water-bearing layer or select fluid structurecoupling analog material to be directly used in the test of artesian water conduction, wherein pressure-bearing water bag fabrication cycle length, pressure wayward and after coal seam floor failure cannot be simulated artesian water lead rise and produce compose the feature that water limestone partial water pressure drop is low；And select special similar materials and directly adopt water under high pressure to be simulated, sealing and selected analog material for equipment all have higher requirements.It addition, apply artesian pressure in analog simulation and crustal stress is relatively complicated simultaneously, have not yet to see desirable pilot system.
Coal seam bottom water bursting is the key factor having a strong impact on the exploitation of China's coal-mine resource security, and on high artesian body, the Floor water of exploitation preventing and treating on a large scale has become a key difficult problem.In recent years, along with being continuously increased of the pit mining degree of depth, the harm of seat earth ordovician limestone high artesian aggravates gradually.For this, the disrumpent feelings rule of Mining Above Confined Aquifer base plate has been carried out big quantity research by numerous scholars, obtains many valuable conclusions.Due to this problem complexity in theoretical research and the difficulty in field observation so that become one of effective analysis means by analog simulation experimental study mining under safe waterpressure of aquifer mechanism of water inrush and the disrumpent feelings rule of base plate.But, how to embody in analog simulation experimental study the ambient stress of base plate, artesian water effect, the pressure stability of artesian water and artesian water lead along the base plate zone of fracture rise after its corresponding pressure reduction etc. be characterized by that can test reflect the key of practical problem.
At present, in relevant simulation by the test of mining influence coal seam bottom water bursting, the control for artesian pressure adopts plunger displacement pump, manostat to coordinate EDC Control System Software to realize mostly.This system investments cost is high, and runtime system is according to supplementing water pressure frequent start-stop small pump, consumes electric energy on the one hand, and pump motor, machine envelope will be damaged relatively big by frequent start-stop water pump on the other hand, and later maintenance is costly.On the other hand, frequent start-stop small pump can cause instantaneous pressure transient.
As can be seen here, prior art needs further improvement and develops.
Utility model content
This utility model is in order to solve weak point of the prior art, it is provided that a kind of simple in construction, the simulation test device that easy to operate, good airproof performance, test data precision are high simulation is subject to mining influence coal seam bottom water bursting pilot system.
nullFor solving above-mentioned technical problem，This utility model adopts the following technical scheme that the simulation simulation test device by mining influence coal seam bottom water bursting pilot system，Including outside framework and the testing stand being located in outside framework，Outside framework includes lower frame、Upper ledge、Left frame and right frame，Lower frame and upper ledge are all horizontally disposed with，Left frame and right frame are all vertically arranged，Two ends, lower frame left and right are fixing with left frame lower end and right frame lower end respectively to be connected，Left frame and right frame top are equipped with fixing and mounting bracket，Left frame and right frame upper end are provided with fixing plate，Upper ledge is set on left frame and right frame，Two ends, upper ledge left and right are provided with the portable plate laying respectively on the left of left frame and on the right side of right frame，The fixing adjusting bolt being provided through portable plate between plate and fixing and mounting bracket，Adjusting bolt is bolted with and the adjusting nut of portable plate fastening，The front side of left frame and right frame and rear side have vertically been evenly arranged installing hole，It is connected respectively through installation bolt and installing hole are fixing with rear side on front side of upper ledge；Being provided with longitudinal hydraulic cylinder in the middle part of upper ledge, vertically downward, the middle part of left frame and right frame is equipped with a horizontal top-pressure mechanism to longitudinal piston rod of longitudinal hydraulic cylinder, and two horizontal top-pressure mechanisms are symmetrical set and structure is identical；Lower frame upper surface is provided with gripper shoe, and support plate upper surface is provided with the gathering sill offered in left-right direction；
Testing stand includes base, left riser and right riser, the tank of open top it is provided with in base, the first carrying permeable structure it is provided with in tank, base rear portion is provided with water inlet and outlet, left riser is vertically located at chassis left side, the front side of left riser and base and back side edge are along being provided with overall L-shaped installation step groove, installation step groove place is sequentially provided with L-type sealing gasket from inside to outside, high-strength transparence plate and annular slab, L-type sealing gasket, high-strength transparence plate and annular slab are fastened on by screw on base and left riser, the outline of high-strength transparence plate and annular slab is rectangular configuration, corresponding between installation step groove with high-strength transparence plate offer seal groove, injecting glue gap is offered in the middle part of L-type sealing gasket, injecting glue is provided with flexible rubber hose in gap, flexible rubber hose is provided with the hole for injecting glue communicated with seal groove；Right riser left-hand face is provided with U-type groove, U-shaped sealing gasket it is provided with in U-type groove, base right side, two blocks of high-strength transparence plates the right along all extending in U-type groove and contacting cooperation with U-shaped sealing gasket, being encircled into the test cavity of open top between left riser, base, right riser and two blocks of high-strength transparence plates, base bottom, right riser lower end are equipped with the support roller moved along gathering sill.
First carrying permeable structure includes all vertically disposed stringer board and transverse slat, stringer board and transverse slat all offer lower permeable hole, stringer board and transverse slat all intersect and are fixedly connected to form bracing frame, bracing frame is provided with lower porous disc, lower porous disc is provided with porous disc, upper porous disc longitudinally offers permeable seam with laterally homogeneous, and lower porous disc is provided with upper permeable hole penetrating up and down.
Horizontal top-pressure mechanism on right frame includes pressing plate and is located at the installing frame on right frame, top guide bar and lower guide rod, installing frame is located at the right side of right frame, installing frame is provided with transverse hydraulic cylinder, the horizontal piston rod level of transverse hydraulic cylinder is to the left through left frame, top guide bar and lower guide rod lay respectively at above and below horizontal piston rod, top guide bar, horizontal piston rod and lower guide rod be arranged in parallel, the left end of top guide bar and lower guide rod extend in installing frame through right frame, pressing plate is vertically arranged, top guide bar and lower guide rod left end are connected each through mounting disc and pressing plate left surface are fixing, pressing plate lower end is provided with the expansion plate of length adjustable, the left surface of pressing plate and expansion plate and the right surface of right riser are by transverse hydraulic cylinder top press contacts.
The junction of left frame lower end and lower frame left end is provided with the junction of left socle, right frame lower end and lower frame right-hand member and is provided with right support, and the bottom of left socle, right support and lower frame is positioned in same level.
Adopt technique scheme, simulation is also included operating console and hydraulic control device by mining influence coal seam bottom water bursting pilot system, operating console is connected with simulation test device and hydraulic control device respectively by controlling cable, and hydraulic control device is connected with simulation test device by water inlet pipe；Hydraulic control device includes the pedestal that external form is truncated cone-shaped, the second carrying permeable structure and the gripper shoe being positioned on the second carrying permeable structure it is provided with in pedestal, gripper shoe is provided with power gas tank and at least three fluid reservoir being positioned at around power gas tank, save connecting tube each through one bottom each fluid reservoir to connect with the second carrying permeable structure, each fluid reservoir sidepiece is equipped with liquidometer, each fluid reservoir top is connected with power gas tank each through pneumatic tube, each pneumatic tube is equipped with one first regulate valve and be positioned at the feed tube joint below the first adjustment valve, fluid reservoir top is provided with aperture and regulates the second adjustment valve of valve less than first, power gas tank bottom is provided with relief valve, power gas tank top is provided with Pressure gauge and relief valve, power gas tank top is provided with gases at high pressure charging joint；Pedestal sidepiece is provided with the water out adapter being connected with water inlet pipe, and water out adapter is provided with pressure transducer.The first carrying permeable structure and the structure of the second carrying permeable structure in this utility model are identical.Water inlet in this utility model is connected with the outlet of water inlet pipe,
Simulation is by the test method of mining influence coal seam bottom water bursting pilot system, and it mainly comprises the steps that
A, being assembled by all parts in testing stand, the sealing of testing stand coordinates high pressure to inject fluid sealant by L-type sealing gasket to realize；The both sides, front and back of above-mentioned testing stand offer seal groove, and the seal groove offered is relative with the seal groove offered on high-strength transparence plate, are used for holding the fluid sealant that high pressure injects.After installation test platform sealing, testing stand is internally formed the test cavity of an open top, and longitudinal direction hydraulic cylinder is moved horizontally to the most left (right side) limit, and operation adjusting nut makes upper ledge move down to and testing stand top contact；
B, laying model.Model is laid in pouring mode, by the base plate paving bottom at testing stand, and at the multiple sensor of both above and below laying of base plate, coal seam is laid above base plate, laying top board above coal seam, after treating that top board is laid, transverse hydraulic cylinder in opposite directions applies lateral stress by pressing plate riser to the right, top board is applied longitudinal stress by longitudinal hydraulic cylinder, simultaneously to coloured water under high pressure that injection pressure in tank is constant；
C, treating that model dries, the water in tank is naturally led in the soleplate and is excavated coal seam after liter stopping and collecting corresponding information simultaneously, until Water Inrush.
Installation test platform, installs sealing gasket, high-strength transparence plate and annular slab in order before and after testing stand successively and fastens with screw；Above-mentioned sealing is to adopt sealing gasket to inject fluid sealant with high pressure to have coordinated；Above-mentioned corresponding information include water trough inner water original lead liter with elevation information, soleplate crack generate change information, base sheet stresses information, hydraulic pressure information, water penetrate into the displacement information between water amount information and the roof and floor of base plate.
Power gas tank and fluid reservoir are all made up of the material of some strength, and its quantity is fixed as desired, and seam all does encapsulation process.Both can be filled with liquid in fluid reservoir also can insufflation gas.Namely fill in tank and can fill coloured water under high pressure, also can fill coloured gases at high pressure.
Atmospheric pressure value in power gas tank can meet whole process of the test and use, and only need to test air pressure of preshoot；Fluid reservoir can hold and meet the liquid that test is required, without adding liquid again in the middle of test.This utility model utilizes air pressure to supplement the deficiency of hydraulic pressure, and the gas in power gas tank will not corrode adjustment valve as water.Pressure transducer coordinates adjustment valve, by the PLC opening and closing controlling valve, controls in real time, it is achieved that unmanned, and controls ensure that in fluid reservoir, water pressure is stable in set value in real time.
This utility model arranges, at the middle part of outside framework, the testing stand that a sealing is good, sample is placed in testing stand, apply longitudinal stress and lateral stress, then related data is collected in excavation coal seam, simulating high hydraulic pressure and base plate variation of lithological, Water Inrush overall process, thus obtaining the related data of Water Inrush, being applied in production operation, improve the safety of coal mining activity, this utility model is simple to operate, good airproof performance, automaticity are high, result of the test is precisely closer to reality.
Accompanying drawing explanation
Fig. 1 is the simulation overall structure schematic diagram by mining influence coal seam bottom water bursting pilot system；
Fig. 2 is the structural representation of simulation test device in Fig. 1；
Fig. 3 is the explosive view of testing stand in Fig. 1；
Fig. 4 is the structural representation of left riser and base in Fig. 3；
Fig. 5 is the enlarged drawing at A place in Fig. 4；
Fig. 6 is the explosive view of the first carrying permeable structure in Fig. 3；
Fig. 7 is the amplification broken away view of Fig. 2 center platen；
Fig. 8 is the enlarged drawing of hydraulic control device in Fig. 1.
Detailed description of the invention
As shown in figures 1-8, simulation is by mining influence coal seam bottom water bursting pilot system, including simulation test device 67, operating console 1 and hydraulic control device 68, operating console 1 is connected with simulation test device 67 and hydraulic control device 68 respectively by controlling cable 2, and hydraulic control device 68 is connected with simulation test device 67 by water inlet pipe 3.
nullSimulation test device 67 includes outside framework 4 and the testing stand 5 being located in outside framework 4，Outside framework 4 includes lower frame 6、Upper ledge 7、Left frame 8 and right frame 9，Lower frame 6 and upper ledge 7 are all horizontally disposed with，Left frame 8 and right frame 9 are all vertically arranged，Lower frame about 6 two ends are fixing with left frame 8 lower end and right frame 9 lower end respectively to be connected，Left frame 8 and right frame 9 top are equipped with fixing and mounting bracket 10，Left frame 8 and right frame 9 upper end are provided with fixing plate 11，Upper ledge 7 is set on left frame 8 and right frame 9，Upper ledge about 7 two ends are provided with the portable plate 12 laying respectively on the left of left frame 8 and on the right side of right frame 9，The fixing adjusting bolt 13 being provided through portable plate 12 between plate 11 and fixing and mounting bracket 10，Adjusting bolt 13 is bolted with and the adjusting nut 14 of portable plate 12 fastening，The front side of left frame 8 and right frame 9 and rear side have vertically been evenly arranged installing hole 15，It is connected respectively through installation bolt is fixing with installing hole 15 with rear side on front side of upper ledge 7；Being provided with longitudinal hydraulic cylinder 16 in the middle part of upper ledge 7, vertically downward, the middle part of left frame 8 and right frame 9 is equipped with a horizontal top-pressure mechanism to longitudinal piston rod 17 of longitudinal hydraulic cylinder 16, and two horizontal top-pressure mechanisms are symmetrical set and structure is identical；Lower frame 6 upper surface is provided with gripper shoe 18, and gripper shoe 18 upper surface is provided with the gathering sill 19 offered in left-right direction.
nullTesting stand 5 includes base 20、Left riser 21 and right riser 22，The tank 23 of open top it is provided with in base 20，The first carrying permeable structure 24 it is provided with in tank 23，Base 20 rear portion is provided with water inlet 25 and outlet 26，Water inlet 25 is connected with the outlet of water inlet pipe 3，Left riser 21 is vertically located on the left of base 20，The front side of left riser 21 and base 20 and back side edge are along being provided with overall L-shaped installation step groove 27，Installation step groove 27 place is sequentially provided with L-type sealing gasket 28 from inside to outside、High-strength transparence plate 29 and annular slab 30，L-type sealing gasket 28、High-strength transparence plate 29 and annular slab 30 are fastened on base 20 and left riser 21 by screw，The outline of high-strength transparence plate 29 and annular slab 30 is rectangular configuration，Corresponding between installation step groove 27 with high-strength transparence plate 29 offer seal groove 31，The injecting glue gap 32 through with seal groove 31 is offered in the middle part of L-type sealing gasket 28，Flexible rubber hose (flexible rubber hose is not illustrated out in the drawings) it is provided with in injecting glue gap 32，Flexible rubber hose is provided with the hole for injecting glue communicated with seal groove 31；Right riser 22 left-hand face is provided with U-type groove, U-shaped sealing gasket 33 it is provided with in U-type groove, base 20 right side, two blocks of high-strength transparence plates 29 the right along all extending in U-type groove and contacting cooperation with U-shaped sealing gasket 33, be encircled into the test cavity of open top between left riser 21, base 20, right riser 22 and two blocks of high-strength transparence plates 29, bottom base 20, right riser 22 lower end be equipped with the support roller 34 moved along gathering sill 19.
nullHydraulic control device 68 includes the pedestal 35 that external form is truncated cone-shaped，The second carrying permeable structure 36 and the gripper shoe 18 being positioned on the second carrying permeable structure 36 it is provided with in pedestal 35，Gripper shoe 18 is provided with power gas tank 37 and at least three fluid reservoir 38 being positioned at around power gas tank 37，Save connecting tube each through one bottom each fluid reservoir 38 to connect with the second carrying permeable structure 36，Each fluid reservoir 38 sidepiece is equipped with liquidometer 39，Each fluid reservoir 38 top is connected with power gas tank 37 each through pneumatic tube 40，Each pneumatic tube 40 is equipped with one first regulate valve 41 and be positioned at the feed tube joint 42 below the first adjustment valve 41，Fluid reservoir 38 top is provided with aperture and regulates the second adjustment valve 43 of valve 41 less than first，Power gas tank 37 bottom is provided with relief valve 44，Power gas tank 37 top is provided with Pressure gauge 45 and relief valve 46，Power gas tank 37 top is provided with gases at high pressure charging joint 47；Pedestal 35 sidepiece is provided with the water out adapter 48 being connected with water inlet pipe 3, and water out adapter 48 is provided with pressure transducer 49.
The structure that first carrying permeable structure 24 carries permeable structure 36 with second is identical, first carrying permeable structure 24 includes all vertically disposed stringer board 50 and transverse slat 51, stringer board 50 and transverse slat 51 all offer lower permeable hole 52, stringer board 50 and transverse slat 51 all intersect and are fixedly connected to form bracing frame, bracing frame is provided with lower porous disc 53, lower porous disc 53 is provided with porous disc 54, and upper porous disc 54 longitudinally offers permeable seam 55 with laterally homogeneous, and lower porous disc 53 is provided with upper permeable hole 56 penetrating up and down.
nullHorizontal top-pressure mechanism on right frame 9 includes pressing plate 57 and is located at the installing frame 58 on right frame 9、Top guide bar 61 and lower guide rod 62，Installing frame 58 is located at the right side of right frame 9，Installing frame 58 is provided with transverse hydraulic cylinder 59，Horizontal piston rod 60 level of transverse hydraulic cylinder 59 is to the left through left frame 8，Top guide bar 61 and lower guide rod 62 lay respectively at above and below horizontal piston rod 60，Top guide bar 61、Horizontal piston rod 60 and lower guide rod 62 be arranged in parallel，The left end of top guide bar 61 and lower guide rod 62 extend in installing frame 58 through right frame 9，Pressing plate 57 is vertically arranged，Top guide bar 61 and lower guide rod 62 left end are connected each through mounting disc 63 and pressing plate 57 left surface are fixing，Pressing plate 57 lower end is provided with the expansion plate 64 of length adjustable，The left surface of pressing plate 57 and expansion plate 64 pushes up press contacts with the right right surface of riser 22 by transverse hydraulic cylinder 59.
The junction of left frame 8 lower end and lower frame 6 left end is provided with the junction of left socle 65, right frame 9 lower end and lower frame 6 right-hand member and is provided with right support 66, and the bottom of left socle 65, right support 66 and lower frame is positioned in same level.Left socle 65 and right support 66 are for strengthening the stability of outside framework 4.
Outside framework 4 top is provided with longitudinal hydraulic cylinder 16, the left and right sides of this outside framework 4 is respectively arranged with transverse hydraulic cylinder 59 and for lifting the adjusting screw rod of upper ledge 7, the transverse hydraulic cylinder 59 of left frame 8 and right frame 9 is arranged in opposite directions, on the right side of left frame 8 and be provided with a pressing plate 57 being vertically arranged on the left of right frame 9, the bottom of pressing plate 57 is configured with expansion plate 64.The middle part of this outside framework 4 is provided with testing stand 5, and the both sides, front and back of this testing stand 5 are respectively arranged with high-strength transparence plate 29 and annular slab 30, and the test cavity in testing stand 5 is used for placing sample, and sample adopts the frame mode of top board, coal seam and base plate.Being provided with a tank 23 in the base 20 of testing stand 5, the water inlet 25 at this tank 23 rear portion can be connected with outside hydraulic control device 68, and hydraulic control device 68 provides constant water under high pressure for tank 23.The first carrying permeable structure 24 it is placed with in tank 23, this carrying permeable structure is provided with the permeable region being connected with this tank 23, this permeable region is made up of upper porous disc 54 and lower porous disc 53 two parts, lower porous disc 53 is connected with the aqueous phase in tank 23 by little upper permeable hole 56, upper permeable is connected with the sample in test cavity with the water in tank 23 by permeable seam 55.
In order to further improve performance of the present utility model, testing stand 5 includes into the base 20 of " L " shape and left riser 21 and " I "-shape right riser 22, it is respectively equipped with roller bottom base 20 and right riser 22, can move horizontally in the gathering sill 19 in the gripper shoe 18 on base 20.In order to improve the sealing property of testing stand 5 entirety, the left surface of right riser 22 offers U-type groove, U-shaped sealing gasket 33 it is placed with in U-type groove, its shape and size with install after the left surface of right riser 22 and high-strength transparence plate 29 on the right of along matching, the right side making the right riser 22 after installing and high-strength transparence plate 29 can just be assigned into, process of the test realizes the transverse hydraulic cylinder 59 of outside framework 4 left and right sides by the deformation of above-mentioned U-shaped sealing gasket 33 transverse direction of model is loaded, meanwhile, the lateral stress that transverse hydraulic cylinder 59 applies, the right side making the structure after installing contacts tightr with U-shaped sealing gasket 33, improve its sealing property.
Further, for the sealing effectiveness of both sides before and after guarantee test platform 5, this utility model offers tiny seal groove 31 respectively in the both sides, front and back of base 20 and left riser 21, also seal groove 31 on the other side is offered in high-strength transparence panel side, before and after testing stand 5, sealing of both sides also coordinates the fluid sealant that high pressure injects to fill the gap at L-type sealing gasket 28 place and tiny seal groove 31 except using L-type sealing gasket 28, with the sealing effectiveness of both sides before and after optimization Test platform 5.Wherein, above-mentioned L-type sealing gasket 28 is configured with flexible rubber hose; the concrete operations of above-mentioned sealing are as follows: be first respectively mounted L-type sealing gasket 28, high-strength transparence plate 29 in order in the both sides, front and back of base 20 and left riser 21 with annular slab 30(for protecting high-strength transparence plate 29 not by vertical/horizontal stress rupture), and tightly fixing with screw；Secondly the base 20 after installing and two blocks of high-strength transparence plates 29 are spliced with right riser 22；Finally injecting fluid sealant in the flexible rubber hose in L-type sealing gasket 28 with high tension unit, the fluid sealant of injection is filled in the seal groove 31 that L-type sealing gasket 28 place is tiny by hole for injecting glue under high pressure effect, is thus greatly improved its sealing property.
Having hole for injecting glue on flexible rubber hose at a certain distance, hole for injecting glue connects with the seal groove 31 on base 20 and left riser 21.High-strength transparence plate 29 also is provided with seal groove 31.The fluid sealant that high pressure injects enters seal groove 31 and is diffused into the crack between other high-strength transparence plate 29 and testing stands 5 under high pressure effect, and then the sealing effectiveness of optimization Test platform 5.
In this utility model, the base 20 bottom the testing stand 5 at the middle part of outside framework 4 is provided with tank 23, by outside hydraulic control device 68 to its in inject coloured water under high pressure, coloured gases at high pressure can certainly be injected, simulate the correlation test of base plate Gas Outburst with this；And tank 23 is generally adopted has certain stainless steel trough 23 supporting permeable structure, and it typically has a size of 990mm × 200mm × 170mm(length × wide × height), the inside of tank 23 is placed with the first support permeable structure.First support permeable structure facilitates the contact in tank 23 between test cavity, the lower porous disc 53 arranged on bracing frame and upper porous disc 54, stringer board 50 and transverse slat 51 all offer lower permeable hole 52, upper porous disc 54 longitudinally offers permeable seam 55 with laterally homogeneous, lower porous disc 53 is provided with upper permeable hole 56 penetrating up and down, base plate can be made to contact with constant high-pressure water, and the hydraulic pressure load of water under high pressure can convert as required.Simultaneously can also realize the control to test cavity size and shape thereof by cramming the hole of upper porous disc 54 and lower porous disc 53.Apopore is offered, it is simple to discharge water after test in tank 23 side below.Water can adopt colored water, it is simple to by situations such as the leading liter of high-strength transparence plate 29 observation analysis artesian water, diffusion and percolation path, is convenient for users to operate and records correlation behavior.
This utility model can meet multiple test method and research technique, and wherein, above-mentioned multiple test method and research technique specifically include that
1, this experimental system can be done about the test by mining influence coal seam bottom water bursting, it is also possible to arranges in the soleplate and laterally loads activation or the compacting that can realize tomography by the geological structures such as tomography；
2, in the tank 23 bottom testing stand 5, it is possible to make into the high pressure colored water of injection to inject high pressure colored gas to do the physical simulation experiment about base plate Gas Outburst；
3, the expansion plate 64 bottom pressing plate 57 can down be released, then is taken out by testing stand 5, it is possible to do need not seal, the test of analog simulation that moulded dimension is a little greatly, lateral stress can add as required and can be not added with.
In this utility model, the operation principle of hydraulic control device 68 is: pressure transducer 49 measures the actual liquid supply pressure at outlet 26 place, deliver to the pressure value (set-point) of pressure controller and desired control in operating console 1 to compare, when actual pressure is lower than set-point, pressure controller then controls the first adjustment valve 41 and opens, make power gas tank 37 and fluid reservoir 38 UNICOM, gases at high pressure enter fluid reservoir 38, in fluid reservoir 38, pressure raises, until actual liquid supply pressure is equal with set-point, then the first adjustment valve 41 cuts out.When actual pressure is higher than set-point, pressure controller then controls the second adjustment valve 43 and opens, and makes the gases at high pressure part in fluid reservoir 38 gush, and reduces the pressure in fluid reservoir 38, until actual liquid supply pressure is equal with set-point, then the second adjustment valve 43 cuts out.Only when actual liquid supply pressure is equal with set-point (not having deviation), pressure controller output remains unchanged, and the first adjustment valve 41 and the second adjustment valve 43 remain closed, and liquid supply pressure keeps constant.When increasing again such as liquid supply pressure or reduce, again causing reduction or the rising of actual pressure, control pressurer system is action again, till actual pressure is equal with set-point again.It should be noted that in fluid reservoir 38, the liquid level of liquid may not exceed the location line that liquidometer 39 upper end limits.
The second carrying permeable structure 36 role in hydraulic control device 68 be by multiple fluid reservoirs 38 in the middle of liquid water under high pressure can be made in bottom to have storage carrying permeable structure 36 through second, play the store buffer of the water yield, after preventing the water in fluid reservoir 38 to be finished, in addition it is also necessary to remain in during water and the second carrying permeable structure 36 leaves part use.
Shape of the present utility model, material, structure etc. are not done any pro forma restriction by the present embodiment; every any simple modification, equivalent variations and modification above example made according to technical spirit of the present utility model, belongs to the protection domain of technical solutions of the utility model.
Claims (4)
- null1. simulation is by the simulation test device of mining influence coal seam bottom water bursting pilot system，It is characterized in that: include outside framework and the testing stand being located in outside framework，Outside framework includes lower frame、Upper ledge、Left frame and right frame，Lower frame and upper ledge are all horizontally disposed with，Left frame and right frame are all vertically arranged，Two ends, lower frame left and right are fixing with left frame lower end and right frame lower end respectively to be connected，Left frame and right frame top are equipped with fixing and mounting bracket，Left frame and right frame upper end are provided with fixing plate，Upper ledge is set on left frame and right frame，Two ends, upper ledge left and right are provided with the portable plate laying respectively on the left of left frame and on the right side of right frame，The fixing adjusting bolt being provided through portable plate between plate and fixing and mounting bracket，Adjusting bolt is bolted with and the adjusting nut of portable plate fastening，The front side of left frame and right frame and rear side have vertically been evenly arranged installing hole，It is connected respectively through installation bolt and installing hole are fixing with rear side on front side of upper ledge；Being provided with longitudinal hydraulic cylinder in the middle part of upper ledge, vertically downward, the middle part of left frame and right frame is equipped with a horizontal top-pressure mechanism to longitudinal piston rod of longitudinal hydraulic cylinder, and two horizontal top-pressure mechanisms are symmetrical set and structure is identical；Lower frame upper surface is provided with gripper shoe, and support plate upper surface is provided with the gathering sill offered in left-right direction；Testing stand includes base, left riser and right riser, the tank of open top it is provided with in base, the first carrying permeable structure it is provided with in tank, base rear portion is provided with water inlet and outlet, left riser is vertically located at chassis left side, the front side of left riser and base and back side edge are along being provided with overall L-shaped installation step groove, installation step groove place is sequentially provided with L-type sealing gasket from inside to outside, high-strength transparence plate and annular slab, L-type sealing gasket, high-strength transparence plate and annular slab are fastened on by screw on base and left riser, the outline of high-strength transparence plate and annular slab is rectangular configuration, corresponding between installation step groove with high-strength transparence plate offer seal groove, injecting glue gap is offered in the middle part of L-type sealing gasket, injecting glue is provided with flexible rubber hose in gap, flexible rubber hose is provided with the hole for injecting glue communicated with seal groove；Right riser left-hand face is provided with U-type groove, U-shaped sealing gasket it is provided with in U-type groove, base right side, two blocks of high-strength transparence plates the right along all extending in U-type groove and contacting cooperation with U-shaped sealing gasket, being encircled into the test cavity of open top between left riser, base, right riser and two blocks of high-strength transparence plates, base bottom, right riser lower end are equipped with the support roller moved along gathering sill.
- 2. simulation according to claim 1 is by the simulation test device of mining influence coal seam bottom water bursting pilot system, it is characterized in that: the first carrying permeable structure includes all vertically disposed stringer board and transverse slat, stringer board and transverse slat all offer lower permeable hole, stringer board and transverse slat all intersect and are fixedly connected to form bracing frame, bracing frame is provided with lower porous disc, lower porous disc is provided with porous disc, upper porous disc longitudinally offers permeable seam with laterally homogeneous, and lower porous disc is provided with upper permeable hole penetrating up and down.
- null3. simulation according to claim 1 and 2 is by the simulation test device of mining influence coal seam bottom water bursting pilot system，It is characterized in that: the horizontal top-pressure mechanism on right frame includes pressing plate and is located at the installing frame on right frame、Top guide bar and lower guide rod，Installing frame is located at the right side of right frame，Installing frame is provided with transverse hydraulic cylinder，The horizontal piston rod level of transverse hydraulic cylinder is to the left through left frame，Top guide bar and lower guide rod lay respectively at above and below horizontal piston rod，Top guide bar、Horizontal piston rod and lower guide rod be arranged in parallel，The left end of top guide bar and lower guide rod extend in installing frame through right frame，Pressing plate is vertically arranged，Top guide bar and lower guide rod left end are connected each through mounting disc and pressing plate left surface are fixing，Pressing plate lower end is provided with the expansion plate of length adjustable，The left surface of pressing plate and expansion plate and the right surface of right riser are by transverse hydraulic cylinder top press contacts.
- 4. simulation according to claim 1 and 2 is by the simulation test device of mining influence coal seam bottom water bursting pilot system, it is characterized in that: the junction of left frame lower end and lower frame left end is provided with left socle, the junction of right frame lower end and lower frame right-hand member is provided with right support, and the bottom of left socle, right support and lower frame is positioned in same level.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620113329.3U CN205404524U (en) | 2016-02-04 | 2016-02-04 | Analogue test device that influences floor of coal seam gushing water testing system is adopted in simulation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620113329.3U CN205404524U (en) | 2016-02-04 | 2016-02-04 | Analogue test device that influences floor of coal seam gushing water testing system is adopted in simulation |
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| CN205404524U true CN205404524U (en) | 2016-07-27 |
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| CN201620113329.3U Withdrawn - After Issue CN205404524U (en) | 2016-02-04 | 2016-02-04 | Analogue test device that influences floor of coal seam gushing water testing system is adopted in simulation |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105548506A (en) * | 2016-02-04 | 2016-05-04 | 河南理工大学 | Simulation testing device for testing system for simulating water inrush at coal seam floor under treading influence |
| CN106405049A (en) * | 2016-09-23 | 2017-02-15 | 山东科技大学 | Fault and secondary fault activated induced confined water gushing test method and system |
| CN107449672A (en) * | 2017-07-28 | 2017-12-08 | 太原理工大学 | A kind of experimental provision and method for simulating gushing water seat earth compression coupling |
-
2016
- 2016-02-04 CN CN201620113329.3U patent/CN205404524U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105548506A (en) * | 2016-02-04 | 2016-05-04 | 河南理工大学 | Simulation testing device for testing system for simulating water inrush at coal seam floor under treading influence |
| CN105548506B (en) * | 2016-02-04 | 2017-07-14 | 河南理工大学 | Simulate the simulation test device by mining influence coal seam bottom water bursting pilot system |
| CN106405049A (en) * | 2016-09-23 | 2017-02-15 | 山东科技大学 | Fault and secondary fault activated induced confined water gushing test method and system |
| CN107449672A (en) * | 2017-07-28 | 2017-12-08 | 太原理工大学 | A kind of experimental provision and method for simulating gushing water seat earth compression coupling |
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