CN205176296U - Destruction scope sectionalization test system is adopted to country rock - Google Patents
Destruction scope sectionalization test system is adopted to country rock Download PDFInfo
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- CN205176296U CN205176296U CN201521015342.7U CN201521015342U CN205176296U CN 205176296 U CN205176296 U CN 205176296U CN 201521015342 U CN201521015342 U CN 201521015342U CN 205176296 U CN205176296 U CN 205176296U
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- shutoff
- water
- shutoff unit
- pipe
- tubular configured
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Abstract
The utility model discloses a destruction scope sectionalization test system is adopted to country rock belongs to mine top bottom plate rock mass and destroys scope determination field. The problem of mine top bottom plate rock mass observation device's a shutoff multistage measure, the integration is leaked hunting in the shutoff and inside water pressure cycle survey is solved. It includes blockage system, guide system, supply with propulsion system and pressure cycle system, blockage system includes first shutoff unit, second shutoff unit and third shutoff unit, every shutoff unit all includes water leaking pipe and connects the tubular joint at the water leaking pipe both ends, be provided with communicating pipe between the adjacent shutoff unit, the both ends of communicating pipe are connected respectively on the tubular joint of adjacent shutoff unit, water leaking pipe periphery between two tubular joint is provided with the shutoff capsule, form certain shutoff space between shutoff capsule and the water leaking pipe. The integration and the shutoff high -pressure water source that this test system can realize simultaneously that shutoff multistage is measured, the shutoff is leaked hunting is to the pressure cycle who observes the low pressure water source.
Description
Technical field
The utility model belongs to roof and floor rock mass damage scope determination techniques field, mine, is specifically related to country rock Mining failure scope sectionalization test system.
Background technology
The measurement of mine roof and floor rock mass damage scope is the important parameter of mark coal petrography occurrence status.When studying mine water management, it is a critical underlying parameter, and therefore, the formation of the conduit pipe in country rock is adopted in research, is just necessary grasp strata movement rule and determine roof and floor rock mass damage scope.The means such as usual employing numerical simulation, experimental formula expectation, field measurement.
But because field condition is complicated, to a certain extent, numerical simulation well can not reflect field condition, the blindness that experimental formula is estimated is comparatively large, and along with adopting dark increasing, experimental formula applicability worse and worse.First, because the number of tubes worked in existing scope is too much simultaneously, especially, in progradation, easily occur that boring interior conduit is wound around problem, secondly, in actual observation process, shutoff pressure generally gets 2.5MPa, and boring observation hydraulic pressure generally gets 0.1MPa, and in boring, observation source pressure can not be excessive, otherwise, dilating effect can be formed to preexisting crack in borehole wall.Under same external source, how to allow shutoff water source in integrated scope work under respective pressure with observation water source simultaneously, finally, because drillable length is roughly at 50-70m, test site often uses single hop water filling visualizer, length (about 1m) is measured in each propelling, advances number of times too much to make labor workload greatly increase, and then may affect measurement precision.Prior art fails to solve above-mentioned three problems simultaneously.
Utility model content
The purpose of this utility model is to provide a kind of country rock Mining failure scope sectionalization test system, and this test macro can realize a shutoff multistage measurement simultaneously, integration is leaked hunting in shutoff and blocking high-pressure water source is changed to the pressure at observation low pressure water source.
Its technical solution comprises:
A kind of country rock Mining failure scope sectionalization test system, it comprises plugging system, guidance system, supply propulsion system and pressure converting system;
Described plugging system comprises the first shutoff unit, second shutoff unit and the 3rd shutoff unit, wherein, first shutoff unit is positioned at the inner side of wall rock drill-hole, 3rd shutoff unit is positioned at outermost, second shutoff unit is provided with multiple, each shutoff unit includes to leak manages and is connected to the tubular configured joint at the pipe two ends that leak, communicating pipe is provided with between adjacent shutoff unit, the two ends of described communicating pipe are connected on described tubular configured joint, the pipe periphery that leaks between two tubular configured joints is provided with shutoff capsule, described shutoff capsule and leak between pipe and form certain shutoff space,
Described pressure converting system comprises hydraulic pressure converter and draw-in groove pipe adapter, described hydraulic pressure converter is connected on the tubular configured joint of described first shutoff unit and the second shutoff unit tail by draw-in groove pipe adapter, described hydraulic pressure converter comprises piston and matrix two parts, described piston left side area is greater than right side area, the water-guiding hole be interconnected is provided with in described piston, the water-guiding hole being positioned at right-hand member is connected with described draw-in groove pipe adapter by aperture, by matrix inner wall sealing when the water-guiding hole being positioned at left end starts, the right-hand member of piston is provided with boss, described boss is used for carrying out spacing to the spring in piston, when piston stretch out left matrix be greater than a certain position time, left end water-guiding hole is communicated with the boring in country rock,
Described guidance system comprises guide cone, and described guide cone is connected with the tubular configured joint of described first shutoff unit header;
Described supply propulsion system was communicated with described communicating pipe, for water filling in described communicating pipe, showed and recorded parameters.
As a preferred version of the present utility model, described tubular configured joint is provided with lug boss vertically upward and vertically downward, described shutoff capsule is wrapped in the pipe periphery that leaks of two lug bosses.
As another preferred version of the present utility model, on the tubular configured joint being positioned at the pipe side that leaks of lug boss certain distance, be provided with groove, described groove coordinates fixing with shutoff capsule by fixture.
Preferably, described supply propulsion system comprises water flood operations platform, pressure of return water table, electronic logger, rig and drilling rod, and described water flood operations platform provides high-pressure water within described communicating pipe, and described electronic logger is arranged on water flood operations platform.
Preferably, described second shutoff unit is provided with two.
The Advantageous Effects that the utility model brings:
The utility model proposes country rock Mining failure scope sectionalization test system, compared with prior art, the shutoff that this system achieves recording geometry is leaked hunting integration, decrease the number of tubes simultaneously worked in boring, solve the interior multi-pipeline of boring in progradation and be mutually wound around problem, improve the stability of mine roof and floor rock mass damage scope measuring process.
This system achieves shutoff water source in integrated process and changes to observation source pressure, to solve in observation process shutoff water source with observation water source in respective pressure operation problem, avoid observation water source hypertonia to the destruction of borehole fissure, improve the accuracy of mine roof and floor rock mass damage scope measuring process.
Shutoff multistage that this system achieves recording geometry is measured, and adds each propelling and measures length, improve measurement efficiency, for the high efficiency of mine roof and floor rock mass damage scope measuring process, stability and accuracy lay the foundation.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described further:
Fig. 1 is the structural representation of the utility model country rock Mining failure scope sectionalization test system;
Fig. 2 is the overall schematic of test probe in the utility model test macro;
Fig. 3 is the structural representation of the 3rd shutoff unit in the utility model test macro;
Fig. 4 is the structural representation of the second shutoff unit in the utility model test macro;
Fig. 5 is the structural representation of the first shutoff unit in the utility model test macro;
Fig. 6,7,8 is part-structure schematic diagram in pressure converting system;
In figure, 1, rock mass, 2, boring, 3, shutoff capsule, 4, communicating pipe, 5, hydraulic pressure converter, 6, tubular configured joint one, 7, leak pipe, 8, draw-in groove pipe adapter, 9, tubular configured joint three, 10, high-pressure hose, 11, drilling rod, 12, rig, 13, water flood operations platform, 14, guide cone, 15, tubular configured joint two, 16, piston, 17, water-guiding hole, 18, spring, 19, boss, 20, matrix, 21, aperture, the 22, first shutoff unit, the 23, second shutoff unit, the 24, the 3rd shutoff unit.
Embodiment
Below in conjunction with specific embodiment, the utility model is described in further details.
The utility model country rock Mining failure scope sectionalization test system, as shown in Figure 1, mainly comprise plugging system, guidance system, supply propulsion system, pressure converting system and recording geometry, wherein, supply propulsion system comprises water flood operations platform 13, pressure of return water table, electronic logger, rig 12 and drilling rod 11, rig is connected with water flood operations platform by high-pressure hose 10, the effect of water flood operations platform within communicating pipe 4, provides high-pressure water by high-pressure hose, electronic logger is installed on water flood operations platform, effect is the streamflow parameter of recorded electronic flowmeter, pressure of return water table is used for carrying out correct detection to the pressure of return water in return pipe, described water flood operations platform 13 comprises flowmeter, tensimeter, be respectively used to observation injection flow and water injection pressure, rig 12 is responsible for propelling integrated recording geometry to corresponding observation area, work operation method reference prior art for supply propulsion system and recording geometry can realize.
Shown in guidance system composition graphs 2, mainly comprise the guide cone 14 being arranged on country rock inner side, be threaded with tubular configured joint 39, guide cone is preferably designed to taper by the utility model, be convenient to occur in boring 2 uneven step-like time, play guide effect.
Plugging system refers to shown in Fig. 1 to Fig. 5, comprise the first shutoff unit 22, second shutoff unit 23, 3rd shutoff unit 24 and communicating pipe 4, connect adjacent shutoff unit communicating pipe 4, wherein, first shutoff unit 22 and the 3rd shutoff unit 24 lay respectively at inner side and the outermost of wall rock drill-hole, second shutoff unit 23 is preferably provided with two, each shutoff unit includes and leaks pipe 7 and be connected to the tubular configured joint at the pipe two ends that leak, tubular configured joint is tubular configured joint 1 respectively, tubular configured joint 2 15 and tubular configured joint 39, so that adjacent shutoff unit is linked together on the tubular configured joint that the two ends of communicating pipe 4 are connected to adjacent shutoff unit.
The concrete structure of adjacent shutoff unit and connected mode as: the second shutoff unit 23 comprises tubular configured joint 1, tubular configured joint 2 15, leak pipe 7 and shutoff capsule 3; First shutoff unit 22 comprises tubular configured joint 2 15, the pipe 7 that leaks, tubular configured joint 39 and shutoff capsule 3, communicating pipe 4 is a closed conduit, tubular configured joint 1 is provided with convex architecture and groove, wherein, convex architecture can be lug boss vertically upward and vertically downward, or with other lug boss of this similar, shutoff capsule 3 is blocked in the effect of lug boss, with anti-slip, the effect of groove is fixed thereon by shutoff capsule 3 by fixed component.Shutoff capsule 3 surrounds in the groove-like structure of two tubular configured joints 1, by coordinating with the pipe 7 that leaks the space having formed swollen shutoff capsule 3.
In first shutoff unit, the annexation of parts is substantially identical with above-mentioned second shutoff unit, pipe about 7 two ends that leak in first shutoff unit are also threaded with tubular configured joint 2 15, tubular configured joint 39, tubular configured joint 2 15, tubular configured joint 39 outer setting groove-like structure, shutoff capsule 3 is fixed by fixed component, shutoff capsule 3 surrounds in tubular configured joint 2 15, tubular configured joint 39 outer setting groove-like structure, by coordinating with the pipe 7 that leaks the space having formed swollen shutoff capsule 3.
The utility model preferred communicating pipe 4, connected tubular configured joint was also threaded.
Above-mentioned pressure converting system refers to shown in Fig. 6 to Fig. 8, comprise hydraulic pressure converter 5 and draw-in groove pipe adapter 8, draw-in groove pipe adapter 8 left end was threaded with communicating pipe 4, right-hand member is threaded with tubular configured joint 2 15, draw-in groove pipe adapter 8 left side exterior lateral area and 4 hydraulic pressure converters 5 are threaded, hydraulic pressure converter 5 points of pistons 16 and matrix 20 two parts, piston 16 is in the anisometric right cylinder in two ends, left and right, and the right cylinder piston area area that left end is larger is S
outside i, contact hydraulic pressure is P
in i, the right cylinder piston area area that right-hand member is less is S
in i, contact hydraulic pressure is P
in i, have a boss 19 to arrange near the right-hand member of piston 16, coordinated with the inner corresponding site of matrix 20 by spring 18, guarantee piston 16 unlikely disengaging matrix 20 while movement in matrix 20.
The water-guiding hole 17 be interconnected is provided with in piston 16, right-hand member water-guiding hole 17 is connected with draw-in groove pipe adapter 8 by aperture 21, by matrix 20 inner wall sealing when left end water-guiding hole 17 starts, when piston 16 stretch out left matrix 20 be greater than a certain position time, left end water-guiding hole 17 2 to be communicated with boring.
Suppose that this test macro has n section, the opening pressure in hop count n in i-th section (i≤n) designed by hydraulic pressure converter 5 is than being m
i, work as P
in i/ P
outside i≤ m
itime, hydraulic pressure converter 5 is in closed condition, works as P
in i/ P
outside i>=m
itime, hydraulic pressure converter 5 is in opening, wherein m
iincreased progressively in gradient successively to head test cell section by afterbody test cell section.
The right cylinder piston area area that in piston 16, right-hand member is less is S
in ithe right cylinder piston area area larger with left end is S
outside iarea ratio S
in i/ S
outside i, the opening pressure in the hop count n that can arrange according to test macro in i-th section (i≤n) designed by hydraulic pressure converter 5 compares m
idesign.
The principle of work of the utility model hydraulic pressure converter 5 is:
The right cylinder piston area area that in the hop count n that test macro is arranged, in i-th section (i≤n), left end is larger is S
outside i, contact hydraulic pressure is boring observation hydraulic pressure P
outside i, the right cylinder piston area area that right-hand member is less is S
in i, contact hydraulic pressure is shutoff capsule 3 shutoff hydraulic pressure P
i in, spring 18 Elastic coefficient k, decrement x, from balance between two forces principle:
Work as F
outside i+ F
i bullet>=F
in i, i.e. P
outside is
outside i+ kx>=P
in is
in i, then hydraulic pressure converter 5 is in closed condition, and piston 16 is not outer to be moved, and water-guiding hole 17 is stopped by matrix 20 inwall, can not be communicated with boring 2.
Work as F
outside i+ F
i bullet≤ F
in i, i.e. P
outside is
outside i+ kx≤P
in is
in i, then hydraulic pressure converter 5 is in opening, and piston 16 outwards moves, and water-guiding hole 17 exposes matrix 20 inwall, is communicated with boring 2, carries out moisturizing in boring 2.
Said process both can realize (referring in boring 2) that observation low-pressure water (0.1MPa) transforms laterally by interior survey (referring to shutoff capsule 3) blocking high-pressure water (being generally 2.5MPa), can realize again real-time moisturizing process in boring 2 as required.
Wherein, P
outside ifor observation hydraulic pressure, engineering often gets 0.1MPa, P
in ifor playing swollen shutoff capsule 3 hydraulic pressure in plugging system, engineering is often greater than 2.5MPa, it can thus be appreciated that, S
outside iwith S
in iratio be about 25:1, consider that area difference is too large, therefore add spring 18 and regulate, one is to reduce inside and outside area ratio, is convenient to actual manufacture needs, and two is to make piston 16 can self-return.
The utility model test macro principle of work is:
Arrange and be respectively m by afterbody test cell section to sensator 5 opening pressure in head test cell section
1=2.5MPa, m
2=2.6MPa, m
3=2.7MPa...m
i... m
n(wherein, m
1< m
2< m
3... < m
i... < m
n), get observation hydraulic pressure P
i outwardfor 0.1MPa;
Water filling in system, pressure P in shutoff capsule 3
in 1increase, work as P
in 1water filling is stopped when being a bit larger tham 2.5MPa, and keep now hydraulic pressure 1-2 minute constant, now only have the 1st to survey section hydraulic pressure converter 5 to open, and to water-filling in correspondence boring 2, according to transformational relation, when hydraulic pressure in boring 2 arrives 0.1MPa, hydraulic pressure converter 5 is closed, and when boring 2 crack seepage, causes hydraulic pressure in boring 2 to be less than 0.1MPa, then continue water-filling, read and calculate average wastage L in this time period
1;
Continuing to increase hydraulic pressure to being a bit larger tham 2.6MPa, now only having the 1st, 2 to survey section hydraulic pressure converter 5 and open and work simultaneously, read and calculate average wastage L in this time period
2, therefore the 2nd average wastage surveying section is L
2-L
1;
The like the 3rd section of average wastage L
3-L
2-L
1, until surveyed n section, along with the increase of hop count n, cumulative errors can increase thereupon, therefore, error allow scope in, hop count n get 3 sections comparatively suitable.
The part do not addressed in the utility model adopts or uses for reference prior art and can realize.
Although the such as term such as hydraulic pressure converter, draw-in groove pipe adapter is employed herein more; but do not get rid of the possibility using other term; those skilled in the art under enlightenment of the present utility model to the simple replacement that these terms do, all should within protection domain of the present utility model.
Claims (5)
1. a country rock Mining failure scope sectionalization test system, is characterized in that: it comprises plugging system, guidance system, supply propulsion system and pressure converting system;
Described plugging system comprises the first shutoff unit, second shutoff unit and the 3rd shutoff unit, wherein, first shutoff unit is positioned at the inner side of wall rock drill-hole, 3rd shutoff unit is positioned at outermost, second shutoff unit is provided with multiple, each shutoff unit includes to leak manages and is connected to the tubular configured joint at the pipe two ends that leak, communicating pipe is provided with between adjacent shutoff unit, the two ends of described communicating pipe are connected on described tubular configured joint, the pipe periphery that leaks between two tubular configured joints is provided with shutoff capsule, described shutoff capsule and leak between pipe and form certain shutoff space,
Described pressure converting system comprises hydraulic pressure converter and draw-in groove pipe adapter, described hydraulic pressure converter is connected on the tubular configured joint of described first shutoff unit and the second shutoff unit tail by draw-in groove pipe adapter, described hydraulic pressure converter comprises piston and matrix two parts, described piston left side area is greater than right side area, the water-guiding hole be interconnected is provided with in described piston, the water-guiding hole being positioned at right-hand member is connected with described draw-in groove pipe adapter by aperture, by matrix inner wall sealing when the water-guiding hole being positioned at left end starts, the right-hand member of piston is provided with boss, described boss is used for carrying out spacing to the spring in piston, described piston keeps being communicated with or closing in order to control left end water-guiding hole and the boring in country rock,
Described guidance system comprises guide cone, and described guide cone is connected with the tubular configured joint of described first shutoff unit header;
Described supply propulsion system was communicated with described communicating pipe, for water filling in described communicating pipe, showed and recorded parameters.
2. country rock Mining failure scope sectionalization test system according to claim 1, it is characterized in that: described tubular configured joint is provided with lug boss vertically upward and vertically downward, described shutoff capsule is wrapped in the pipe periphery that leaks between two lug bosses.
3. country rock Mining failure scope sectionalization test system according to claim 2, is characterized in that: on the tubular configured joint being positioned at the pipe side that leaks of lug boss certain distance, be provided with groove, and described groove coordinates fixing with shutoff capsule by fixture.
4. country rock Mining failure scope sectionalization test system according to claim 1, it is characterized in that: described supply propulsion system comprises water flood operations platform, pressure of return water table, electronic logger, rig and drilling rod, described water flood operations platform provides high-pressure water within described communicating pipe, and described electronic logger is arranged on water flood operations platform.
5. country rock Mining failure scope sectionalization test system according to claim 1, is characterized in that: described second shutoff unit is provided with two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521015342.7U CN205176296U (en) | 2015-12-09 | 2015-12-09 | Destruction scope sectionalization test system is adopted to country rock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521015342.7U CN205176296U (en) | 2015-12-09 | 2015-12-09 | Destruction scope sectionalization test system is adopted to country rock |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205176296U true CN205176296U (en) | 2016-04-20 |
Family
ID=55740272
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521015342.7U Expired - Fee Related CN205176296U (en) | 2015-12-09 | 2015-12-09 | Destruction scope sectionalization test system is adopted to country rock |
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| Country | Link |
|---|---|
| CN (1) | CN205176296U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105403930A (en) * | 2015-12-09 | 2016-03-16 | 山东科技大学 | Surrounding rock mining damage range segmented testing system |
| CN108643900A (en) * | 2018-04-20 | 2018-10-12 | 大连理工大学 | Mine roof and floor Mining failure band is segmented observation system |
| CN108643899A (en) * | 2018-04-20 | 2018-10-12 | 大连理工大学 | Mine roof and floor Mining failure band is segmented observation procedure |
| CN108643891A (en) * | 2018-04-20 | 2018-10-12 | 大连理工大学 | A kind of single loop overlying strata crack double-end sealing leak detection method |
| CN108643901A (en) * | 2018-04-20 | 2018-10-12 | 大连理工大学 | The observation procedure of multi-stage stepped decompression water filling based on crack observation |
-
2015
- 2015-12-09 CN CN201521015342.7U patent/CN205176296U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105403930A (en) * | 2015-12-09 | 2016-03-16 | 山东科技大学 | Surrounding rock mining damage range segmented testing system |
| CN108643900A (en) * | 2018-04-20 | 2018-10-12 | 大连理工大学 | Mine roof and floor Mining failure band is segmented observation system |
| CN108643899A (en) * | 2018-04-20 | 2018-10-12 | 大连理工大学 | Mine roof and floor Mining failure band is segmented observation procedure |
| CN108643891A (en) * | 2018-04-20 | 2018-10-12 | 大连理工大学 | A kind of single loop overlying strata crack double-end sealing leak detection method |
| CN108643901A (en) * | 2018-04-20 | 2018-10-12 | 大连理工大学 | The observation procedure of multi-stage stepped decompression water filling based on crack observation |
| CN108643901B (en) * | 2018-04-20 | 2021-08-17 | 大连理工大学 | Multi-section graded pressure reduction water injection observation method based on fracture observation |
| CN108643891B (en) * | 2018-04-20 | 2021-08-17 | 大连理工大学 | Single-loop overburden fracture double-end plugging and leakage detection method |
| CN108643899B (en) * | 2018-04-20 | 2021-08-17 | 大连理工大学 | Mining destructive zone segmented observation method for mine roof and floor |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20160420 Termination date: 20161209 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |