CN204287174U - A kind of coal seam analog simulation experimental device - Google Patents
A kind of coal seam analog simulation experimental device Download PDFInfo
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- CN204287174U CN204287174U CN201420723189.2U CN201420723189U CN204287174U CN 204287174 U CN204287174 U CN 204287174U CN 201420723189 U CN201420723189 U CN 201420723189U CN 204287174 U CN204287174 U CN 204287174U
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Abstract
The utility model discloses a kind of coal seam analog simulation experimental device, includes model support, base plate, coal seam, superincumbent stratum, pressue device and hydraulic pump, and this base plate, coal seam, superincumbent stratum and pressue device are stacked in model support from the bottom up successively; This coal seam includes excavation coal seam and protection coal pillar, and this protection coal pillar is distributed in the both sides in excavation coal seam, and this excavation coal seam and protection coal pillar are formed by alloy block, and this hydraulic pump is arranged at outside model support, and this hydraulic pump is connected with alloy block by sebific duct; By utilizing alloy block to replace the exploitation part in simulation coal seam, and the surface being engaged in alloy block is coated with one deck epoxide resin material, recycling epoxy resin lysate is dissolved, and instead of hand excavation coal seam, accurately can excavate step pitch, decrease experiment required time; And not only can reduce manual excavation model error dimensionally, the labour intensity of excavation model can also be reduced, the airborne dust produced in digging process can be avoided simultaneously.
Description
Technical field
The utility model relates to a kind of coal seam similarity simulation experiment art, refers to the device of superincumbent stratum change shape after a kind of laboratory simulation Seam Mining especially.
Background technology
After mine coal seam exploitation; superincumbent stratum forms caving zone, fissure zone, warp damage with the propelling of workplace in stope vertical direction; the accurate division of " overlying strata three with " is that " three unders in coal mining " feasibility study and design, overlying strata separation layer filling technique investigation and application, projecting mine protective seam are selected and mining Design, and upper contiguous seam gas drainage research and the foundation implemented.Meanwhile, along with the propelling of working face of coal seam, the stress in workplace front is also changing, and grasps workplace front stress distribution significant to roadway support.At present, research goaf three is with, variation of stress aspect, workplace front, and technological means is a lot, and wherein laboratory similarity simulation experiment is a kind of important means.Numerous scholar adopt similarity simulation experiment to achieve to drive important research achievement (Japanese plum is firm, 2013, mining safety and environmental protection; Liu Xiuying, 2004, Institutes Of Technology Of Taiyuan's journal).
Traditional analog simulation experimental device inserts simulation coal seam and the analog material of rock stratum in rectangular parallelepiped test framework, and analog material mainly contains river sand, calcium carbonate, gypsum are formed according to proportioning, rock stratum electrically operated hammer or the compacting of iron pick, thus makes model; By manually successively excavating the coal seam simulation material of a segment distance, simulate the progradation of mining.When traditional experiment device advances in analog operation face, need the material by instrument progressively Excavation simulation coal seam, this mode not only wastes time and energy, and can not ensure that the distance of each excavation is identical.Chinese patent (application number 200810128331.8) discloses the stope mining machinery simulator stand that a kind of analog simulation and physical simulation combine, and utilizes simulation rubber slab seat earth, air bag simulation coal seam, connects into overall layer structure simulate old top by some block rubbers and hard material blocks; Because the non-homogeneous expansion of air bag is even, the reliability that roof pressure measures can be affected; After seam mining, there is dilatational strain phenomenon in top board due to release, layer structure can not embody this phenomenon; Meanwhile, analog simulation is set up based on " similar three laws ", because the stress of rubber, unit weight are fixed, can not embody the difference of each rock stratum.(stope underlies coal and rock release action principle and the application in protected seam pressure relief gas pumping mining document, Wang Haifeng, 2008) characteristic utilizing paraffin easily to melt, heating paraffin fusing scheme is adopted to replace coal seam excavation, the drawback that this method can avoid classic method to excavate, but be the 69min that grows up the paraffin melting time in experiment, thus cause experimental period long; In addition, paraffin is easily out of shape, and in the process of compacting model, is difficult to ensure that the thickness of paraffin reaches the height in simulation coal seam.
Utility model content
In view of this, the utility model is for the disappearance of prior art existence, and its fundamental purpose is to provide the coal seam analog simulation experimental device that a kind of structure is simple, accurate analog excavates step pitch.
For achieving the above object, the utility model adopts following technical scheme:
A kind of coal seam analog simulation experimental device, include model support, base plate, coal seam, superincumbent stratum, pressue device and hydraulic pump, this base plate, coal seam, superincumbent stratum and pressue device are stacked in model support from the bottom up successively; This coal seam includes excavation coal seam and protection coal pillar, and this protection coal pillar is distributed in the both sides in excavation coal seam, and this excavation coal seam and protection coal pillar are formed by alloy block, and this hydraulic pump is arranged at outside model support, and this hydraulic pump is connected with alloy block by sebific duct.
As a kind of preferred version, the length of described alloy block is 20 ~ 30cm, and width is 5 ~ 10cm, and thickness is 2 ~ 10cm, and the length in excavation coal seam is 150 ~ 200cm, and the length of protection coal pillar is 20 ~ 40cm.
As a kind of preferred version, described alloy block has the first inlet, the second inlet, the first liquid outlet and the second liquid outlet, this first liquid outlet is arranged at above the left side of alloy block, this the second liquid outlet is arranged at the bottom of alloy block, this first inlet is communicated with the first liquid outlet, this second inlet is communicated with the second liquid outlet, and aforementioned sebific duct is communicated with the first inlet and the second inlet.
As a kind of preferred version, described first liquid outlet is that whole row is arranged evenly and at intervals, the coboundary, left side of this first liquid outlet distance alloy block is 2 ~ 6mm, between adjacent two the first liquid outlets, spacing is 4 ~ 6cm, the diameter of each first liquid outlet is 3 ~ 6mm, and the distance between this first inlet to each first liquid outlet is all identical.
As a kind of preferred version, described second liquid outlet is that two rows are arranged evenly and at intervals, two to ranked second liquid outlet symmetrical about the center line of alloy block for this, spacing 4 ~ 6cm between adjacent two the second liquid outlets, the diameter of each second liquid outlet is 3 ~ 6mm, and the distance between this second inlet to each second liquid outlet is all identical.
As a kind of preferred version, the flow control of described hydraulic pump is at 20 ~ 200ml/min, and Stress control is at 0.01 ~ 0.2MPa.
The utility model compared with prior art has obvious advantage and beneficial effect, specifically, as shown from the above technical solution,
By utilizing alloy block to replace the exploitation part in simulation coal seam, and the surface being engaged in alloy block is coated with one deck epoxide resin material, recycling epoxy resin lysate is dissolved, and instead of hand excavation coal seam, accurately can excavate step pitch, decrease experiment required time; And not only can reduce manual excavation model error dimensionally, the labour intensity of excavation model can also be reduced, the airborne dust produced in digging process can be avoided simultaneously.
For more clearly setting forth architectural feature of the present utility model and effect, below in conjunction with accompanying drawing and specific embodiment, the utility model is described in detail.
Accompanying drawing explanation
Fig. 1 is that one deck coal texture schematic diagram is simulated in the preferred embodiment of the utility model;
Fig. 2 is the front view of the alloy block of the preferred embodiment of the utility model;
Fig. 3 is the left view of the alloy block of the preferred embodiment of the utility model;
Fig. 4 is the upward view of the alloy block of the preferred embodiment of the utility model;
Fig. 5 is the schematic cross-section of Fig. 2 at A-A place;
Fig. 6 is the schematic cross-section of Fig. 2 at B-B place;
Fig. 7 is the schematic cross-section of Fig. 2 at C-C place;
Fig. 8 is the schematic cross-section of Fig. 2 at D-D place.
Accompanying drawing identifier declaration.
10, model support 20, base plate
30, coal seam 31, alloy block
311, the first inlet 312, second inlet
313, the first liquid outlet 314, second liquid outlet
32, coal seam 33, protection coal pillar is excavated
40, superincumbent stratum 50, pressue device
60, hydraulic pump 70, sebific duct.
Embodiment
Please refer to shown in Fig. 1 to Fig. 8, that show the concrete structure of the preferred embodiment of the utility model, include model support 10, base plate 20, coal seam 30, superincumbent stratum 40, pressue device 50 and hydraulic pump 60.
Wherein, this base plate 20, coal seam 30, superincumbent stratum 40 and pressue device 50 are stacked in model support 10 from the bottom up successively.This coal seam 30 includes excavation coal seam 32 and protection coal pillar 33, and this excavation coal seam 32 is formed by alloy block 31 with protection coal pillar 33.
The length in this excavation coal seam 32 is 150 ~ 200cm, and the length of this alloy block 31 is determined by the width of model support 10, and the width of this alloy block 31 is determined by excavating step pitch, and the thickness of this alloy block 31 is determined by the height in coal seam 30.In the present embodiment, the length of this alloy block 31 is 20 ~ 30cm, and width is 5 ~ 10cm, and thickness is 2 ~ 10cm.Specifically, this alloy block 31 has the first inlet 311, second inlet 312, first liquid outlet 313 and the second liquid outlet 314, and this first inlet 311 and the second inlet 312 are arranged on the leading flank of alloy block 31.This first liquid outlet 313 is arranged at above the left side of alloy block 31, and this first inlet 311 is communicated with (as shown in Figure 5) with the first liquid outlet 313, and the distance between this first inlet 311 to each first liquid outlet 313 is all identical.Described first liquid outlet 313 is arranged evenly and at intervals for whole row, this first liquid outlet 313 is 2 ~ 6mm apart from the coboundary, left side of alloy block 31, between adjacent two the first liquid outlets 313, spacing is 4 ~ 6cm, the diameter of each first liquid outlet 313 is 3 ~ 6mm, and the shape of this first liquid outlet 313 is circular.This second liquid outlet 314 is arranged at the bottom of alloy block 31, and this second inlet 312 is communicated with (as shown in Figure 6 to 8) with the second liquid outlet 314, and the distance between this second inlet 312 to each second liquid outlet 314 is all identical.Described second liquid outlet 314 is that two rows are arranged evenly and at intervals, two to ranked second liquid outlet 314 symmetrical about the center line of alloy block 31 for this, spacing 4 ~ 6cm between adjacent two the second liquid outlets 314, the diameter of each second liquid outlet 314 is 3 ~ 6mm, and the shape of this second liquid outlet 314 is circular.
This protection coal pillar 33 is distributed in the both sides in excavation coal seam 32, and this protection coal pillar 33 is used for the boundary effect eliminated stress, and the length of protection coal pillar 33 is 20 ~ 40cm.
This hydraulic pump 60 is arranged at outside model support 10, and this hydraulic pump 60 is connected with alloy block 31 by sebific duct 70, and specifically, this sebific duct 70 is communicated with the first inlet 311 and the second inlet 312.The flow control of described hydraulic pump is at 20 ~ 200ml/min, and Stress control is at 0.01 ~ 0.2MPa.
Using method of the present utility model, comprises the following steps:
(1) before carrying out coal seam similarity simulation experiment, need model support 10 to clean out;
(2) baffle plate is fixed on the both sides, front and back of model support 10;
(3) according to the proportioning of material, utilize electronic scale accurately to take the quality of material requested, material is put into stirring machine and stirs, be made into the material of base plate 20, material is layered in model support 10, utilize electrically operated hammer or iron pick to be tamped by material;
(4) evenly sprinkling a layer thickness is on the base plate 20 2 ~ 4mm mica sheet;
(5) by the left of the alloy block 31 in excavation simulation coal seam 32 and lower surface be coated with the epoxide-resin glue that a layer thickness is 2 ~ 6mm;
(6) the simulation alloy block 31 of protection coal pillar 33 and the alloy block 31 in excavation simulation coal seam 32 are layered on above base plate 20 successively, utilize electrically operated hammer or iron pick to tamp gently, evenly spread the mica sheet that a layer thickness is 2 ~ 4mm in the above simultaneously;
(7) according to model buildings actual conditions, fix new baffle plate directly over baffle plate, repeat step 3 ~ 6, until by model buildings to design height, if only excavate one deck coal in experiment, then step 5,6 can be omitted; In model buildings process, according to Detection of content, need pre-buried sensor in a model;
(8) after model drying, one deck baffle plate of a reserving model frame the top, all the other baffle plates are all removed, and simultaneously according to modal pressure result of calculation, fix pressue device 50 above model, and this pressue device 50 can be water bag pressurization or lifting jack pressurization;
(9), before excavating coal seam 32 excavation, by sebific duct 70, hydraulic pump 60 is connected with the alloy block 31 in excavation simulation coal seam 32; By hydraulic pump 60 by the first inlet 311 of epoxide-resin glue lysate injection alloy block 31 and the second inlet 312, the flow control of this hydraulic pump 60 is at 20 ~ 200ml/min, and Stress control is at 0.01 ~ 0.2MPa;
(10) epoxide-resin glue lysate arrives surface by alloy block 31 inner passage, and then epoxide-resin glue is dissolved, alloy block 31 is reduced with the gap of adjacent material, under gravity, alloy block 31 can drop on the base plate 20, alloy block 31 is taken out the recovery process can simulating coal seam; Again sebific duct 70 is connected with the alloy block 31 on the right side of the alloy block 31 taken out, repeats the process of step 9, whole advance of the face process can be simulated.
In sum, design focal point of the present utility model is, by utilizing alloy block to replace the exploitation part in simulation coal seam, and the surface being engaged in alloy block is coated with one deck epoxide resin material, recycling epoxy resin lysate is dissolved, instead of hand excavation coal seam, the step pitch that can accurately excavate, decrease experiment required time; And not only can reduce manual excavation model error dimensionally, the labour intensity of excavation model can also be reduced, the airborne dust produced in digging process can be avoided simultaneously.
The above, it is only preferred embodiment of the present utility model, not technical scope of the present utility model is imposed any restrictions, therefore every above embodiment is done according to technical spirit of the present utility model any trickle amendment, equivalent variations and modification, all still belong in the scope of technical solutions of the utility model.
Claims (6)
1. a coal seam analog simulation experimental device, is characterized in that: include model support, base plate, coal seam, superincumbent stratum, pressue device and hydraulic pump, and this base plate, coal seam, superincumbent stratum and pressue device are stacked in model support from the bottom up successively; This coal seam includes excavation coal seam and protection coal pillar, and this protection coal pillar is distributed in the both sides in excavation coal seam, and this excavation coal seam and protection coal pillar are formed by alloy block, and this hydraulic pump is arranged at outside model support, and this hydraulic pump is connected with alloy block by sebific duct.
2. a kind of coal seam according to claim 1 analog simulation experimental device; it is characterized in that: the length of described alloy block is 20 ~ 30cm, and width is 5 ~ 10cm, and thickness is 2 ~ 10cm; the length in excavation coal seam is 150 ~ 200cm, and the length of protection coal pillar is 20 ~ 40cm.
3. a kind of coal seam according to claim 1 analog simulation experimental device, it is characterized in that: described alloy block has the first inlet, the second inlet, the first liquid outlet and the second liquid outlet, this first liquid outlet is arranged at above the left side of alloy block, this the second liquid outlet is arranged at the bottom of alloy block, this first inlet is communicated with the first liquid outlet, this second inlet is communicated with the second liquid outlet, and aforementioned sebific duct is communicated with the first inlet and the second inlet.
4. a kind of coal seam according to claim 3 analog simulation experimental device, it is characterized in that: described first liquid outlet is that whole row is arranged evenly and at intervals, the coboundary, left side of this first liquid outlet distance alloy block is 2 ~ 6mm, between adjacent two the first liquid outlets, spacing is 4 ~ 6cm, the diameter of each first liquid outlet is 3 ~ 6mm, and the distance between this first inlet to each first liquid outlet is all identical.
5. a kind of coal seam according to claim 3 analog simulation experimental device, it is characterized in that: described second liquid outlet is that two rows are arranged evenly and at intervals, two to ranked second liquid outlet symmetrical about the center line of alloy block for this, spacing 4 ~ 6cm between adjacent two the second liquid outlets, the diameter of each second liquid outlet is 3 ~ 6mm, and the distance between this second inlet to each second liquid outlet is all identical.
6. a kind of coal seam according to claim 1 analog simulation experimental device, is characterized in that: the flow control of described hydraulic pump is at 20 ~ 200ml/min, and Stress control is at 0.01 ~ 0.2MPa.
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| CN201420723189.2U CN204287174U (en) | 2014-11-27 | 2014-11-27 | A kind of coal seam analog simulation experimental device |
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| CN201420723189.2U CN204287174U (en) | 2014-11-27 | 2014-11-27 | A kind of coal seam analog simulation experimental device |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104391104A (en) * | 2014-11-27 | 2015-03-04 | 龙岩学院 | Coal seam analog simulation experiment device and application method thereof |
| CN105301222A (en) * | 2015-10-20 | 2016-02-03 | 山东科技大学 | Rotatable similar material simulation experiment table and using method thereof |
| CN105628465A (en) * | 2015-12-25 | 2016-06-01 | 龙岩学院 | Pressurized grouting material forming square sample mold and grouting forming method |
| CN106644891A (en) * | 2017-02-13 | 2017-05-10 | 辽宁工程技术大学 | Testing system for permeability characteristics of simulating relieved coal and rock mass under protective seam mining condition |
| CN112067788A (en) * | 2020-09-01 | 2020-12-11 | 安徽建筑大学 | Model test device and method for drainage law of water-bearing stratum at bottom of thick surface soil and thin bedrock |
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2014
- 2014-11-27 CN CN201420723189.2U patent/CN204287174U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104391104A (en) * | 2014-11-27 | 2015-03-04 | 龙岩学院 | Coal seam analog simulation experiment device and application method thereof |
| CN104391104B (en) * | 2014-11-27 | 2017-01-04 | 龙岩学院 | A kind of coal seam analog simulation experimental device and using method thereof |
| CN105301222A (en) * | 2015-10-20 | 2016-02-03 | 山东科技大学 | Rotatable similar material simulation experiment table and using method thereof |
| CN105628465A (en) * | 2015-12-25 | 2016-06-01 | 龙岩学院 | Pressurized grouting material forming square sample mold and grouting forming method |
| CN106644891A (en) * | 2017-02-13 | 2017-05-10 | 辽宁工程技术大学 | Testing system for permeability characteristics of simulating relieved coal and rock mass under protective seam mining condition |
| CN106644891B (en) * | 2017-02-13 | 2019-05-21 | 辽宁工程技术大学 | A kind of Penetration Signature test macro for simulating protective coat extracted release coal and rock |
| CN112067788A (en) * | 2020-09-01 | 2020-12-11 | 安徽建筑大学 | Model test device and method for drainage law of water-bearing stratum at bottom of thick surface soil and thin bedrock |
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