CN204044145U - The horizontal simulator stand of deep complex stress condition - Google Patents
The horizontal simulator stand of deep complex stress condition Download PDFInfo
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- CN204044145U CN204044145U CN201420388274.8U CN201420388274U CN204044145U CN 204044145 U CN204044145 U CN 204044145U CN 201420388274 U CN201420388274 U CN 201420388274U CN 204044145 U CN204044145 U CN 204044145U
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Abstract
The utility model discloses the horizontal simulator stand of a kind of deep complex stress condition, comprising the architecture model platform for carrying model, with the model in tunnel, the upper opening port place of capping architecture model platform dismountable high-strength armoured-glass plate; Architecture model platform comprises opening port, packaged type front, rear, left and right framed side wallboard, and packaged type base plate; Each framed side wallboard and packaged type base plate can move back and forth in setpoint distance; Model loading is in architecture model platform, and tunnel comprises circular tunnel, arched tunnel, rectangular shaped roadways or trapezoidal tunnel, and the outlet in tunnel is towards the upper opening port place of architecture model platform, and tunnel direction of extraction extends towards the base plate place of architecture model platform; High-strength armoured-glass plate is as the view window of Real Time Observation tunnel interior change state.The utility model can characterize the different mining depth in tunnel better, and emulation tunnel Various Tectonic Stresses condition etc., be specially adapted to simulation deep, tunnel complex stress condition.
Description
Technical field
The utility model relates to a kind of simulator stand of deep, the tunnel stress state for simulating the mines such as colliery, especially a kind of horizontal simulator stand for simulating deep, tunnel complex stress condition.
Background technology
Have a kind of stope mine pressing three-dimensional physical simulation test stand that may be used for simulating the mine laneway deep stress states such as colliery in prior art, it comprises architecture model platform for carrying model, the swinging structure for making architecture model platform integral inclined within the scope of setting maximum tilt angle, charger for exerting pressure to model on the opening port direction of architecture model platform; Architecture model platform comprises opening port, is positioned at framed side wallboard that is forward and backward, left and right side, and bedplate; Bedplate arranges exploitation mouth, and exploitation mouth place is provided with dismountable shutoff lath; Set maximum tilt angle is 30 ° ~ 45 °; It is 800 ~ 1000 kilograms that charger applies setting maximum pressure.Said frame formula model table, many left columns are set in left side, the right column of same quantity is set on right side, position one_to_one corresponding between left column and right column, left column and right column and architecture model platform are fixed together, arrange a crossbeam between a pair left column in office and right column, the oil cylinder in above-mentioned charger is arranged on crossbeam; For an above-mentioned left column, this left column comprises main cylinders and column base, arranges left side hydraulic jack, for an above-mentioned right column between column base and main cylinders, this right column comprises main cylinders and column base, arranges right side articulated structure between main cylinders and column base; Above-mentioned swinging structure comprises above-mentioned left side hydraulic jack and right side articulated structure.
Above-mentioned stope mine pressing three-dimensional physical simulation test stand, although also can simulate deep, tunnel and mining steeply dipping coal seam experiment well; But also there is following deficiency:
Be located at the opening port place of architecture model platform owing to loading, force direction from top to bottom, is exploited mouth and is then located on bedplate, direction of extraction from the bottom to top, force direction and direction of extraction unanimous on the whole; Therefore, it can not be used for simulating the comparatively complicated state of deep, tunnel stress.Such as: different mining depth can not be characterized well, and Various Tectonic Stresses condition etc. can not be emulated well.
Utility model content
Task of the present utility model is to solve the technological deficiency that in prior art, stope mine pressing three-dimensional physical simulation test stand exists, and provides a kind of horizontal simulator stand for simulating deep, tunnel complex stress condition.
Its technical solution is:
The horizontal simulator stand of a kind of deep complex stress condition, comprising:
For carrying the architecture model platform of model, to comprise on front side of opening port, packaged type on rear side of wallboard, packaged type on the left of wallboard, packaged type wallboard and packaged type base plate on the right side of wallboard, packaged type; To be coordinated with slot by the plug that arranges each other in docking site between each adjacent two pieces of framed side wallboards and realize being slidably connected, packaged type base plate is arranged on backplanes support pedestal, and packaged type base plate can move to forward and backward, left or right side;
With the model in tunnel, model loading is in architecture model platform, tunnel comprises circular tunnel, arched tunnel, rectangular shaped roadways or trapezoidal tunnel, and the outlet in tunnel is towards the upper opening port place of architecture model platform, and tunnel direction of extraction extends towards the base plate place of architecture model platform;
The upper opening port place of capping architecture model platform dismountable high-strength armoured-glass plate, as the view window of Real Time Observation tunnel interior change state.
Above-mentioned each framed side wallboard is all configured with side plate and promotes oil cylinder, and base plate is configured with base plate and promotes oil cylinder, and each side plate promotes oil cylinder and base plate promotes oil cylinder access hydraulic control system.
The horizontal simulator stand of above-mentioned deep complex stress condition, controls sides adjacent wallboard by hydraulic control system and jointly makes to model action of exerting pressure, and can apply the power of different size respectively to characterize the stress state of the different mining depth in tunnel; And by view window Real Time Observation and/or the variable condition of taking the inside, tunnel caused thus.
The horizontal simulator stand of above-mentioned deep complex stress condition, controls cubic framed side wallboard by hydraulic control system and jointly makes to model action of exerting pressure, and can apply the power of different size respectively to characterize the stress state of the different mining depth in tunnel and structure; And by view window Real Time Observation and/or the variable condition of taking the inside, tunnel caused thus.
The horizontal simulator stand of above-mentioned deep complex stress condition, control cubic framed side wallboard by hydraulic control system and jointly action of exerting pressure is made to model, simulate tunnel variation characteristic under different mining depth and tectonic stress condition, if roadway deformation degree is less, country rock body underbead crack or crack are difficult to intuitively manifest, then according to the roadway deformation angle of required research, and can apply corresponding orientation shearing force by base plate, running crack or crack are until be enough to intuitively characterize magnitude; The variable condition of inside, tunnel is caused thus finally by view window Real Time Observation and/or shooting.
The utility model has following Advantageous Effects:
The utility model can characterize the different mining depth in tunnel better, and emulation tunnel Various Tectonic Stresses condition etc., be specially adapted to simulation deep, tunnel complex stress condition; Can also overcome in the past because roadway deformation degree is less, the shortcoming of not easily monitoring.
Accompanying drawing explanation
Below in conjunction with accompanying drawing and embodiment, the utility model is further described:
Fig. 1 is the plan structure principle schematic of a kind of embodiment of the utility model.
Fig. 2 is the side-looking structural principle schematic diagram of Fig. 1 mode.
Embodiment
Composition graphs 1 and Fig. 2, the horizontal simulator stand of a kind of deep complex stress condition, comprises the architecture model platform for carrying model, with the model in tunnel, the upper opening port place of capping architecture model platform dismountable high-strength armoured-glass plate.
Said frame formula model table, to comprise on front side of opening port 1, packaged type on rear side of wallboard 2, packaged type on the left of wallboard 3, packaged type wallboard 5 and packaged type base plate 6 on the right side of wallboard 4, packaged type.To coordinate by the plug that arranges each other in docking site being slidably connected of realizing with slot between each adjacent two pieces of framed side wallboards, move back and forth in setpoint distance in order to realize each framed side wallboard.Packaged type base plate is arranged on backplanes support pedestal (not shown), and packaged type base plate to forward and backward, left or right side (orientation) movement, can move back and forth in setpoint distance in order to realize it; For when country rock body underbead crack or crack are difficult to intuitively manifest, according to the roadway deformation angle of required research, can apply corresponding orientation shearing force by above-mentioned base plate, running crack or crack realize being enough to intuitively characterize magnitude.
Above-mentioned model 7 is loaded in architecture model platform, and tunnel comprises circular tunnel, arched tunnel, rectangular shaped roadways or trapezoidal tunnel, and the outlet in tunnel is towards the upper opening port place of architecture model platform, and tunnel direction of extraction extends towards the base plate place of architecture model platform.The preparation of above-mentioned model itself is taked or uses for reference prior art to realize.
Above-mentioned high-strength armoured-glass plate (not shown), as the view window of Real Time Observation tunnel interior change state.
Above-mentioned each framed side wallboard is all configured with side plate and promotes oil cylinder 8, and base plate is configured with base plate and promotes oil cylinder 9, and each side plate promotes oil cylinder and base plate promotes oil cylinder access hydraulic control system.
The utility model, by the corresponding control assembly of configuration (device) or information acquisition parts (device), can carry out following work:
1. the horizontal simulator stand of above-mentioned deep complex stress condition, controls sides adjacent wallboard by hydraulic control system and jointly makes to model action of exerting pressure, and can apply the power of different size respectively to characterize the stress state of the different mining depth in tunnel; And by view window Real Time Observation and/or the variable condition of taking the inside, tunnel caused thus.
2. the horizontal simulator stand of above-mentioned deep complex stress condition, controls cubic framed side wallboard by hydraulic control system and jointly makes to model action of exerting pressure, and can apply the power of different size respectively to characterize the stress state of the different mining depth in tunnel and structure; And by view window Real Time Observation and/or the variable condition of taking the inside, tunnel caused thus.
3. the horizontal simulator stand of above-mentioned deep complex stress condition, control cubic framed side wallboard by hydraulic control system and jointly action of exerting pressure is made to model, simulate tunnel variation characteristic under different mining depth and tectonic stress condition, if roadway deformation degree is less, country rock body underbead crack or crack are difficult to intuitively manifest, then according to the roadway deformation angle of required research, and can apply corresponding orientation shearing force by base plate, running crack or crack are to being enough to intuitively characterize magnitude; The variable condition of inside, tunnel is caused thus finally by view window Real Time Observation and/or shooting.
The relevant technologies content do not addressed in aforesaid way is taked or uses for reference prior art to realize.
It should be noted that, under the instruction of this instructions, those skilled in the art can also make such or such easy variation pattern, such as equivalent way, or obvious mode of texturing.Above-mentioned variation pattern all should within protection domain of the present utility model.
Claims (2)
1. the horizontal simulator stand of deep complex stress condition, is characterized in that comprising:
For carrying the architecture model platform of model, to comprise on front side of opening port, packaged type on rear side of wallboard, packaged type on the left of wallboard, packaged type wallboard and packaged type base plate on the right side of wallboard, packaged type; To be coordinated with slot by the plug that arranges each other in docking site between each adjacent two pieces of framed side wallboards and realize being slidably connected, packaged type base plate is arranged on backplanes support pedestal, and packaged type base plate can move to forward and backward, left or right side;
With the model in tunnel, model loading is in architecture model platform, tunnel comprises circular tunnel, arched tunnel, rectangular shaped roadways or trapezoidal tunnel, and the outlet in tunnel is towards the upper opening port place of architecture model platform, and tunnel direction of extraction extends towards the base plate place of architecture model platform;
The upper opening port place of capping architecture model platform dismountable high-strength armoured-glass plate, as the view window of Real Time Observation tunnel interior change state.
2. the horizontal simulator stand of deep according to claim 1 complex stress condition, it is characterized in that: above-mentioned each framed side wallboard is all configured with side plate and promotes oil cylinder, base plate is configured with base plate and promotes oil cylinder, and each side plate promotes oil cylinder and base plate promotes oil cylinder access hydraulic control system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420388274.8U CN204044145U (en) | 2014-07-15 | 2014-07-15 | The horizontal simulator stand of deep complex stress condition |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201420388274.8U CN204044145U (en) | 2014-07-15 | 2014-07-15 | The horizontal simulator stand of deep complex stress condition |
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| CN204044145U true CN204044145U (en) | 2014-12-24 |
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| CN201420388274.8U Expired - Fee Related CN204044145U (en) | 2014-07-15 | 2014-07-15 | The horizontal simulator stand of deep complex stress condition |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104142387A (en) * | 2014-07-15 | 2014-11-12 | 山东科技大学 | Horizontal simulation test bed for deep complex stress state |
| CN105758565A (en) * | 2016-03-03 | 2016-07-13 | 山东科技大学 | Coal roadway driving head-on stress measuring method and danger assessment method |
-
2014
- 2014-07-15 CN CN201420388274.8U patent/CN204044145U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104142387A (en) * | 2014-07-15 | 2014-11-12 | 山东科技大学 | Horizontal simulation test bed for deep complex stress state |
| CN104142387B (en) * | 2014-07-15 | 2015-11-18 | 山东科技大学 | The horizontal simulator stand of deep complex stress condition |
| CN105758565A (en) * | 2016-03-03 | 2016-07-13 | 山东科技大学 | Coal roadway driving head-on stress measuring method and danger assessment method |
| CN105758565B (en) * | 2016-03-03 | 2018-09-28 | 山东科技大学 | Coal roadway tunneling is met head on stress determination method and risk assessment method |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141224 Termination date: 20160715 |
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| CF01 | Termination of patent right due to non-payment of annual fee |