CN105403930A - Surrounding rock mining damage range segmented testing system - Google Patents
Surrounding rock mining damage range segmented testing system Download PDFInfo
- Publication number
- CN105403930A CN105403930A CN201510903197.4A CN201510903197A CN105403930A CN 105403930 A CN105403930 A CN 105403930A CN 201510903197 A CN201510903197 A CN 201510903197A CN 105403930 A CN105403930 A CN 105403930A
- Authority
- CN
- China
- Prior art keywords
- pipe
- plugging
- water
- shutoff
- piston
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
- G01V9/00—Prospecting or detecting by methods not provided for in groups G01V1/00 - G01V8/00
Landscapes
- Physics & Mathematics (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- General Physics & Mathematics (AREA)
- Geophysics (AREA)
- Earth Drilling (AREA)
Abstract
The invention discloses a surrounding rock mining damage range segmented testing system belonging to the mine top bottom plate rock damage range measuring technology field. The problems of the mine top bottom plate rock observation device such as one-time plugging multi-segment measurement, plugging leakage measurement integration, and water pressure conversion measurement can be solved. The above mentioned testing system comprises a plugging system, a guide system, a supply propulsion system, and a pressure conversion system. The plugging system comprises a first plugging unit, a second plugging unit, and a third plugging unit. Each of the plugging units comprises a water leakage pipe and pipe-shaped joints connected with the two ends of the water leakage pipe. A communicating pipe is connected between the adjacent plugging units, and the two ends of the communicating pipe are respectively connected with the pipe-shaped joints of the adjacent plugging units. A plugging capsule is disposed on the outer periphery of the water leakage pipe between the two pipe-shaped joints, and a certain plugging space can be formed between the plugging capsule and the water leakage pipe. The one-time plugging multi-segment measurement, the plugging leakage measurement integration, and the plugging of the water pressure conversion from the high pressure water source to the low pressure water source can be realized by using the testing system.
Description
Technical field
The invention belongs to roof and floor rock mass damage scope determination techniques field, mine, be 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.
Summary of the invention
The object of the present invention is to provide a kind of country rock Mining failure scope sectionalization test system, 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, 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.
As a preferred version of the present invention, 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.
As another preferred version of the present invention, on the tubular configured joint being positioned at the pipe side that leaks of lug boss certain distance, be provided with groove, described shutoff capsule is fixed by coordinating with fixture by described groove.
Preferably, the every section of pipe that leaks is laid with two leaking holes.
Preferably, the area ratio of described piston left side and right side is 10 ~ 25:1.
Preferably, described communicating pipe and tubular configured joint are for being threaded.
Preferably, when piston meets P
outside is
outside i+ kx≤P
in is
in itime, left end water-guiding hole is communicated with the boring in country rock, wherein, and P
i outwardfor 0.1MPa, P
in ifor 2.5MPa, S
outside ifor left end piston area area, S
in ifor right-hand member piston area area, k is spring Elastic coefficient, and x is decrement, and i is the number of probe unit.
Preferably, 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, described electronic logger is arranged on water flood operations platform, and described pressure of return water table is used for carrying out correct detection to the pressure of return water in return pipe.
Preferably, described second shutoff unit is provided with two.
The Advantageous Effects that the present invention brings:
The present invention 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 present invention will be further described:
Fig. 1 is the structural representation of country rock Mining failure scope sectionalization test system of the present invention;
Fig. 2 is the overall schematic of test probe in test macro of the present invention;
Fig. 3 is the structural representation of the 3rd shutoff unit in test macro of the present invention;
Fig. 4 is the structural representation of the second shutoff unit in test macro of the present invention;
Fig. 5 is the structural representation of the first shutoff unit in test macro of the present invention;
Fig. 6,7,8,9,10,11 is part-structure schematic diagram in pressure converting system;
Figure 12 is hydraulic pressure switcher state schematic diagram in segmentation 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 present invention is described in further details.
Country rock Mining failure scope sectionalization test system of the present invention, 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 arranged 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, 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 present invention, 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 present invention's preferred communicating pipe 4, connected tubular configured joint was also threaded.
Above-mentioned pressure converting system refers to shown in Fig. 6 to Figure 12, 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 hydraulic pressure converter 5 of the present invention 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.
Test macro principle of work of the present invention 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.
Elaborate to the observation procedure of country rock Mining failure scope sectionalization test system of the present invention below, key step comprises:
(1) drilling 2: with conventional coal mine drilling machine 12 in coal petrography tunnel in top board or floor rock 1 successively construction predetermined angular boring several, hole depth 30-70m is not etc.;
(2) recording geometry is installed: the foreign material in cleaning boring, according to boring 2 length, select recording geometry to advance the hop count n of observation at every turn, and in boring 2, recording geometry is installed, connect rig 12, water flood operations platform 13 etc. by corresponding pipeline, and utilize rig 12 and drilling rod 11 to be sent to boring 2 initial position;
(3) close boring 2: arrive after initial position until it, play swollen shutoff capsule 3 and seal boring 2, namely in recording geometry, inject water source with water flood operations platform 13 and reach predetermined initial water pressure to it;
(4) measure flowing water vector parameters: after shutoff is qualified, carry out flowing water vector parameters mensuration, after namely increasing stable water pressure successively according to gradient, wait for 1-2 minute respectively, read respectively and calculate the average wastage L of each hole section
1, L
2-L
1, L
3-L
2-L
1... .., withdraws pressure water source, makes shutoff capsule 3 be in depressurization phase, then utilizes rig 12 and drilling rod 11 mobile observation system to next observation area, repeats step (3) and (4), measures successively to boring 2.
The part do not addressed in the present invention 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 invention to the simple replacement that these terms do, all should within protection scope of the present invention.
Claims (9)
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, it 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, described shutoff capsule is fixed by coordinating with fixture by described groove.
4. country rock Mining failure scope sectionalization test system according to claim 1, is characterized in that: the every section of pipe that leaks is laid with two leaking holes.
5. country rock Mining failure scope sectionalization test system according to claim 1, is characterized in that: the area ratio of described piston left side and right side is 10 ~ 25:1.
6. country rock Mining failure scope sectionalization test system according to claim 1, is characterized in that: described communicating pipe and tubular configured joint are for being threaded.
7. country rock Mining failure scope sectionalization test system according to claim 1, is characterized in that: when piston meets P
outside is
i outward+ kx≤P
in is
in itime, left end water-guiding hole is communicated with the boring in country rock, wherein, and P
outside ifor 0.1MPa, P
in ifor 2.5MPa, S
outside ifor left end piston area area, S
in ifor right-hand member piston area area, k is spring Elastic coefficient, and x is decrement, and i is the number of probe unit.
8. 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, described electronic logger is arranged on water flood operations platform, and described pressure of return water table is used for carrying out correct detection to the pressure of return water in return pipe.
9. 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 |
|---|---|---|---|
| CN201510903197.4A CN105403930B (en) | 2015-12-09 | 2015-12-09 | Country rock Mining failure scope sectionalization test system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510903197.4A CN105403930B (en) | 2015-12-09 | 2015-12-09 | Country rock Mining failure scope sectionalization test system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105403930A true CN105403930A (en) | 2016-03-16 |
| CN105403930B CN105403930B (en) | 2017-07-18 |
Family
ID=55469527
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510903197.4A Active CN105403930B (en) | 2015-12-09 | 2015-12-09 | Country rock Mining failure scope sectionalization test system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105403930B (en) |
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106595986A (en) * | 2016-12-13 | 2017-04-26 | 山东科技大学 | Bottom plate mining failure zone segmental observation method |
| CN106644306A (en) * | 2016-12-13 | 2017-05-10 | 山东科技大学 | Segmented observation system for floor mining destruction zone |
| CN107489419A (en) * | 2017-10-13 | 2017-12-19 | 临沂矿业集团有限责任公司 | Rock body quality of mine drilling multisection type gas pumping test probe and system |
| CN108131135A (en) * | 2017-12-05 | 2018-06-08 | 山东科技大学 | Two section type roof and floor surrounding rock failure range observation method |
| CN108507927A (en) * | 2018-04-20 | 2018-09-07 | 大连理工大学 | Borehole fissure permeability is segmented voltage-regulation type observation procedure |
| CN108590569A (en) * | 2018-04-20 | 2018-09-28 | 大连理工大学 | Borehole sealing leaks hunting integrated multistage observation 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 |
| CN108643898A (en) * | 2018-04-20 | 2018-10-12 | 大连理工大学 | Drilling single loop based on the detection of overlying strata water flowing fractured zone presses water control system |
| 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 |
| 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 |
| CN108678737A (en) * | 2018-04-20 | 2018-10-19 | 大连理工大学 | Become the infiltrative observation procedure of pressure adjustable rock cranny |
| CN108845101A (en) * | 2018-04-20 | 2018-11-20 | 大连理工大学 | It is classified buck borehole fissure detection system |
| CN108917815A (en) * | 2018-04-03 | 2018-11-30 | 徐州工程学院 | A kind of pipe shaft structure for airfield pavement crack simulation pipeline |
| CN109975125A (en) * | 2019-03-11 | 2019-07-05 | 山东科技大学 | The pressure water experimental facilities and method detected based on coal body or rock-mass relaxing circle |
| WO2019200598A1 (en) * | 2018-04-20 | 2019-10-24 | 大连理工大学 | Multi-section staged pressure-reduction water injection apparatus based on fracture observation and observation method thereof |
| CN113417637A (en) * | 2021-06-18 | 2021-09-21 | 中国平煤神马能源化工集团有限责任公司 | Water pressurizing test system and method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5473939A (en) * | 1992-06-19 | 1995-12-12 | Western Atlas International, Inc. | Method and apparatus for pressure, volume, and temperature measurement and characterization of subsurface formations |
| CN101245701A (en) * | 2007-05-28 | 2008-08-20 | 中国矿业大学(北京) | Down-hole guiding height viewer and its observation method |
| CN201396324Y (en) * | 2009-04-10 | 2010-02-03 | 中国矿业大学 | Oil-water filling converter |
| RU2010110978A (en) * | 2010-03-22 | 2011-09-27 | Государственное образовательное учреждение высшего профессионального образования "СИБИРСКИЙ ГОСУДАРСТВЕННЫЙ ИНДУСТРИАЛЬНЫЙ УНИВЕРС | SUBMERSIBLE ROCK FORTRESS METER |
| CN104950346A (en) * | 2015-06-25 | 2015-09-30 | 山东科技大学 | Sectionalized test system for floor mining-induced damage range |
| CN205176296U (en) * | 2015-12-09 | 2016-04-20 | 山东科技大学 | Destruction scope sectionalization test system is adopted to country rock |
-
2015
- 2015-12-09 CN CN201510903197.4A patent/CN105403930B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5473939A (en) * | 1992-06-19 | 1995-12-12 | Western Atlas International, Inc. | Method and apparatus for pressure, volume, and temperature measurement and characterization of subsurface formations |
| CN101245701A (en) * | 2007-05-28 | 2008-08-20 | 中国矿业大学(北京) | Down-hole guiding height viewer and its observation method |
| CN201396324Y (en) * | 2009-04-10 | 2010-02-03 | 中国矿业大学 | Oil-water filling converter |
| RU2010110978A (en) * | 2010-03-22 | 2011-09-27 | Государственное образовательное учреждение высшего профессионального образования "СИБИРСКИЙ ГОСУДАРСТВЕННЫЙ ИНДУСТРИАЛЬНЫЙ УНИВЕРС | SUBMERSIBLE ROCK FORTRESS METER |
| CN104950346A (en) * | 2015-06-25 | 2015-09-30 | 山东科技大学 | Sectionalized test system for floor mining-induced damage range |
| CN205176296U (en) * | 2015-12-09 | 2016-04-20 | 山东科技大学 | Destruction scope sectionalization test system is adopted to country rock |
Cited By (26)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106595986A (en) * | 2016-12-13 | 2017-04-26 | 山东科技大学 | Bottom plate mining failure zone segmental observation method |
| CN106644306A (en) * | 2016-12-13 | 2017-05-10 | 山东科技大学 | Segmented observation system for floor mining destruction zone |
| CN106644306B (en) * | 2016-12-13 | 2018-09-25 | 山东科技大学 | Bottom plate Mining failure band is segmented observation system |
| CN107489419A (en) * | 2017-10-13 | 2017-12-19 | 临沂矿业集团有限责任公司 | Rock body quality of mine drilling multisection type gas pumping test probe and system |
| CN107489419B (en) * | 2017-10-13 | 2023-09-29 | 山东鼎安检测技术有限公司 | Mine rock drilling multi-section type gas extraction test probe and system |
| CN108131135A (en) * | 2017-12-05 | 2018-06-08 | 山东科技大学 | Two section type roof and floor surrounding rock failure range observation method |
| CN108917815B (en) * | 2018-04-03 | 2020-11-06 | 徐州工程学院 | Pipe body structure for airport pavement crack simulation pipeline |
| CN108917815A (en) * | 2018-04-03 | 2018-11-30 | 徐州工程学院 | A kind of pipe shaft structure for airfield pavement crack simulation pipeline |
| CN108678737A (en) * | 2018-04-20 | 2018-10-19 | 大连理工大学 | Become the infiltrative observation procedure of pressure adjustable rock cranny |
| CN108678737B (en) * | 2018-04-20 | 2019-08-16 | 大连理工大学 | The infiltrative observation method of the adjustable rock cranny of transformation |
| 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 |
| CN108643898A (en) * | 2018-04-20 | 2018-10-12 | 大连理工大学 | Drilling single loop based on the detection of overlying strata water flowing fractured zone presses water control system |
| CN108845101A (en) * | 2018-04-20 | 2018-11-20 | 大连理工大学 | It is classified buck borehole fissure detection 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 |
| CN108507927A (en) * | 2018-04-20 | 2018-09-07 | 大连理工大学 | Borehole fissure permeability is segmented voltage-regulation type observation procedure |
| CN108643898B (en) * | 2018-04-20 | 2019-08-13 | 大连理工大学 | Drilling single loop based on the detection of overlying strata water flowing fractured zone presses water control system |
| 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 |
| WO2019200598A1 (en) * | 2018-04-20 | 2019-10-24 | 大连理工大学 | Multi-section staged pressure-reduction water injection apparatus based on fracture observation and observation method thereof |
| CN108845101B (en) * | 2018-04-20 | 2019-11-05 | 大连理工大学 | It is classified buck borehole fissure detection system |
| CN108590569A (en) * | 2018-04-20 | 2018-09-28 | 大连理工大学 | Borehole sealing leaks hunting integrated multistage observation system |
| 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 |
| 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 |
| 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 |
| CN109975125A (en) * | 2019-03-11 | 2019-07-05 | 山东科技大学 | The pressure water experimental facilities and method detected based on coal body or rock-mass relaxing circle |
| CN113417637A (en) * | 2021-06-18 | 2021-09-21 | 中国平煤神马能源化工集团有限责任公司 | Water pressurizing test system and method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105403930B (en) | 2017-07-18 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105403930A (en) | Surrounding rock mining damage range segmented testing system | |
| CN105422078B (en) | Country rock Mining failure scope sectionalization test method | |
| CN105547721B (en) | Double-end sealing leak detection integration observation procedure | |
| CN105372410B (en) | Double-end sealing leak detection combined geometry | |
| CN205229149U (en) | Bi -polar shutoff integrated observation system of leaking hunting | |
| CN205176296U (en) | Destruction scope sectionalization test system is adopted to country rock | |
| CN103926383B (en) | Tunnel gushing water is dashed forward mud and Grouting three-dimensional model pilot system and test method thereof | |
| CN105525910B (en) | Multistage blocks both-end observation procedure | |
| CN107829723B (en) | Mine rock mass mining damage range integrated detection equipment and detection method | |
| US20200165887A1 (en) | Graded pressure drop type multi stage water injection device and method based on fracture observation | |
| CN108643891B (en) | Single-loop overburden fracture double-end plugging and leakage detection method | |
| CN103996348A (en) | Laboratory model test device for testing influence on operating tunnel from vertically-overlapped tunnel construction | |
| CN107119669A (en) | For shield, the pre-pouring grout consolidated subsoil method in house is worn in side in water-rich sand layer | |
| CN105386752B (en) | Multistage blocks both-end observation system | |
| CN205172554U (en) | Multistage shutoff bi -polar observation system | |
| CN105806418A (en) | Reservoir landslide multi-field information field monitoring system and construction method thereof | |
| WO2019200597A1 (en) | Graded pressure reduction drilling crack detection system and method | |
| CN108645774B (en) | Single-loop overburden fracture double-end plugging leakage detection system | |
| CN112485125B (en) | Tunnel model test device and method capable of controlling soil loss rate | |
| CN205748469U (en) | Many Information Field monitoring systems of a kind of reservoir landslide | |
| CN103091227B (en) | Novel Guelph permeameter for measuring soil permeability | |
| CN107859512A (en) | Two section type roof and floor surrounding rock failure scope observation system | |
| CN108643901B (en) | Multi-section graded pressure reduction water injection observation method based on fracture observation | |
| CN108643899B (en) | Mining destructive zone segmented observation method for mine roof and floor | |
| CN109736779A (en) | A kind of pressure break radius measurement method of this coal seam hydraulic fracture |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Liu Weitao Inventor after: Zhao Chunbo Inventor after: Song Wencheng Inventor after: Wang Jianning Inventor after: Zhao Jiyuan Inventor before: Liu Weitao Inventor before: Song Wencheng |
|
| CB03 | Change of inventor or designer information | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |