CN106595986B - Bottom plate Mining failure band is segmented observation procedure - Google Patents
Bottom plate Mining failure band is segmented observation procedure Download PDFInfo
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- CN106595986B CN106595986B CN201611143883.7A CN201611143883A CN106595986B CN 106595986 B CN106595986 B CN 106595986B CN 201611143883 A CN201611143883 A CN 201611143883A CN 106595986 B CN106595986 B CN 106595986B
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M3/00—Investigating fluid-tightness of structures
- G01M3/02—Investigating fluid-tightness of structures by using fluid or vacuum
- G01M3/26—Investigating fluid-tightness of structures by using fluid or vacuum by measuring rate of loss or gain of fluid, e.g. by pressure-responsive devices, by flow detectors
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Abstract
The invention discloses a kind of bottom plate Mining failure bands to be segmented observation procedure, belongs to mine floor rock damage envelope determination techniques field.The observation procedure includes prying into survey drill, installation observation system, play swollen all closure capsules, measure water leakage parameter, to closure capsule progress pressure release draining, plugging system in observation system includes blocking outer tube, capsule water inlet switch, blocking capsule and sliding casing, it is both provided with leakage hole at the top of closure outer tube between adjacent closure capsule, detection inner tube in detection system, which is located at, to be blocked in outer tube, and can block opposite sliding in outer tube；Capsule water inlet switch is arranged on the closure outer tube at outermost closure capsule.The wholes that all real closure capsules can be realized by a water-filling by the present invention are swollen, and the primary closure multistage that observation system may be implemented measures successively, improves measurement efficiency, and realize single system for aquametry integration.
Description
Technical field
The invention belongs to mine floor rock damage envelope determination techniques fields, and in particular to bottom plate Mining failure band is segmented
Observation procedure.
Background technology
The measurement of mine roof and floor rock mass damage range is to indicate the important parameter of coal petrography occurrence status.It is anti-in research mine
When harnessing the river, it is a critical underlying parameter, and therefore, the formation of conduit pipe in country rock is adopted in research, it is therefore necessary to
It grasps strata movement rule and determines roof and floor rock mass damage range.Generally use numerical simulation, experience in currently available technology
The means such as the estimated, field measurement of formula are observed.
However, due to field condition complexity, to a certain extent, numerical simulation cannot reflect field condition well, warp
Test that the estimated blindness of formula is larger, and with deep increasing is adopted, empirical equation applicability is worse and worse.To bottom plate Mining failure band
In observation, existing technological deficiency also has：First, existing both-end blocks observation procedure and needs repeatedly to be promoted in detection
Detection, divides multistage to be detected, and since drillable length is substantially in 50-70m, promotes detection length about 1m every time, promotes number
Excessively so that labor workload greatly increases, and then measurement precision may be influenced, and measurement efficiency is not high；Secondly, in reality
It in the observation process of border, needs to carry out multiple charge and discharge water, carries out capsule and play swollen and crack water-filling, in addition, traditional plays swollen capsule
Under the action of high pressure water, since the concentration of stress causes it to be easily broken；Finally, source pressure is observed in drilling compared with conference pair
Preexisting crack forms dilating effect in borehole wall, and existing both-end plugging system needs frequent replacement different pressures water source,
The prior art fails to solve the problems, such as aforementioned four simultaneously.
Invention content
Task of the invention lies in providing a kind of bottom plate Mining failure band to be segmented observation procedure, which first can be with
It realizes that the primary closure multistage of observation system measures successively, improves measurement efficiency；Secondly, single system is realized for aquametry one
Body not only solves multi-pipeline coiling problem in drilling, and reduces operating system number and (block system in traditional measurement
System measures respectively with leak detection system), while the conversion of same water source launching stress is realized, it ensure that closure process and visit
Survey process works under respective water pressure；Finally, the easily rupturable problem of high pressure water-filling for blocking capsule is avoided, improves and measured
The stability of journey.
Its technical solution includes：
A kind of bottom plate Mining failure band segmentation observation procedure, includes the following steps successively：
A pries into survey drilling, predetermined angular drilling of successively being constructed into top plate or floor strata in coal petrography tunnel with drilling machine
It is several；
B install observation system, used observation system include plugging system, detection system, pressure conversion system and
Promote feed system；
The detection system includes guide cone and detection inner tube, if the detection inner tube includes one section of I type detect inner tube with
Dry section II types detect inner tube, are provided with scalable charge and discharge head in I types detection inner tube, I types are detected inner tube and II types
Detection inner tube passes sequentially through threaded connection, and guide cone is mounted on the head that the I types detect inner tube；
The plugging system includes blocking outer tube, capsule water inlet switch, several closure capsules and several sliding casings,
It is connected by capsule connecting tube between adjacent closure capsule, the sliding casing is nested on the closure outer tube, wherein every
A closure capsule includes outer closure capsule and interior closure capsule, and described outer one end for blocking capsule is fixed on the sliding casing
Outside, the other end be fixed on it is described block outer tube lug boss outside, it is described it is interior block capsule one end be fixed on the cunning
The inside of casing is moved, the other end is fixed on the closure outer tube, and the adjacent top for blocking the closure outer tube between capsule is equal
It is provided with leakage hole, the detection inner tube is located in the closure outer tube, and can the opposite sliding in the closure outer tube；It is described
Capsule water inlet switch is arranged on the closure outer tube at outermost closure capsule；
The propulsion feed system includes drilling machine, drilling rod and water flood operations platform；
The pressure conversion system is located at drilling machine and detects on the drilling rod between inner tube；
C plays swollen all closure capsules,
The I types for detecting inner tube are detected interior pipeline section to be placed in closure outer tube, and visit the I types along outer tube sliding is blocked
Pipeline section pushes at the outermost capsule water inlet switch for blocking capsule in surveying, at this point, scalable in I types detection inner tube
Charge and discharge head automatic spring, capsule water inlet switch is open-top, hydraulic pressure is converted to by 2.5MPa by pressure conversion system at this time, is opened
It opens water flood operations platform and carries out water-filling to outermost closure capsule, after outermost closure capsule is full of, successively to adjacent envelope
Stifled capsule carries out water-filling, closure capsules all at this time can rise successively it is swollen, wait for all closures capsules rise it is swollen after the completion of, closing water filling
Operation console, while detection inner tube being continued up and is advanced into first leakage hole；
D measures water leakage parameter,
Meet step c, complete it is all block capsules rise it is swollen after, carry out water leakage parametric measurement, detect the I types detection of inner tube
Interior pipeline section is when being advanced into first leakage hole, scalable charge and discharge head automatic spring again, is led with first leakage hole formation
Hydraulic pressure is converted to 0.1MPa by aquaporin by pressure conversion system at this time, is opened water flood operations platform and is carried out water-filling, water-filling is completed
Afterwards, water flood operations platform is closed, while detection inner tube being continued up and is advanced into next leakage hole, and carries out water-filling, it is complete successively
It is measured at the water-filling of leakage hole below；After successively increasing stable water pressure in sequence, waits for 1-2 minutes, read respectively respectively
And it calculates each hole section and is averaged water leakage L1、L2、L3、...；
E carries out pressure release draining to blocking capsule,
By detecting inner tube along outer tube sliding is blocked, pipeline section in I type for detecting inner tube detection is withdrawn downwards to outermost
Closure capsule water inlet switch position, scalable charge and discharge head automatic spring, open-top by capsule water inlet switch at this time, passes through at this time
Hydraulic pressure is converted to 0MPa by pressure conversion system, and closes water flood operations platform, and all closure capsules start at this time while pressure release is arranged
Water completes all pressure release drainings for blocking capsule.
As a preferred solution of the present invention, the pressure conversion system includes casing one, casing two and pressure conversion
Valve, described sleeve pipe one, casing two are threadedly coupled with drilling rod formation, and the pressure conversion valve includes crossover connection and pressure
Converter, the pressure converter are located inside the crossover connection.
As another preferred embodiment of the present invention, the pressure converter includes Length discrepancy piston group, limbers, spring
One, pressing plate and adjusting screw, the Length discrepancy piston group are cylinder, are fixedly connected among it by long axis, the limbers position
In Length discrepancy piston group both sides, the spring one is located at the lower section of Length discrepancy piston group, by the movement of Length discrepancy piston group come
Control whether water-filling, the pressing plate and adjusting screw for adjusting Opening pressure.
Preferably, the closure outer tube wall bottom is provided with guided way, and the outer wall bottom of the detection inner tube is provided with
With the groove of guided way cooperation sliding.
Preferably, the capsule water inlet switch includes seal cover board, capsule filling port and spring two, the seal cover board packet
Transverse sealing cover board and vertical seal cover board connected to it are included, the capsule filling port is located at the lateral seal cover board
On, the spring two is located at the both sides of vertical seal cover board.
Preferably, the scalable charge and discharge head is a ball bumps.
Preferably, the guided way is in Semicircular arched.
Preferably, the interior closure capsule, the outer both ends for blocking capsule are fixed by fastening bung flange.
Advantageous effects caused by the present invention are：
(1) the primary closure completion multistage of the invention for realizing observation system measures successively, and relatively traditional both-end, which blocks, to be surveyed
Leakage device can reduce plugging device movement number at double, improve the stability of system and measure the efficiency of work.
(2) it realizes to be blocked by single operation system water supply and measure, while realizing detection inner tube and being slid in trapped orbit
Detection solves the problems, such as multi-pipeline coiling in drilling, ensure that the stability of detection process.
(3) conversion for realizing high low hydraulic pressure under same external source ensure that closure process with detection process respective
It orderly works under different water pressures, not only effectively prevents destruction of the high-pressure water to borehole fissure, but also improve survey
The accuracy of amount process.
(4) when closure capsule plays swollen under high-pressure water, it can in a certain range be moved with sliding casing, avoid envelope
Stifled capsule improves the sealing effect for blocking capsule because of the easily rupturable problem of high pressure water-filling caused by stress concentration phenomenon.
(5) it is swollen that all wholes for blocking capsule of a water-filling are realized, reduce operating procedure.
Observation procedure of the present invention is easily operated, measurement efficiency is high, stability is strong.
Description of the drawings
The present invention will be further described below in conjunction with the accompanying drawings：
Fig. 1 is the general structure schematic diagram that bottom plate Mining failure band of the present invention is segmented observation system；
Fig. 2 is the schematic diagram of plugging system structure of the present invention (on the outermost side to block at capsule)；
Fig. 3 is the schematic diagram of plugging system structure of the present invention (remaining is blocked at capsule)；
Fig. 4, Fig. 5 are plugging system status diagram of the present invention；
Fig. 6 is the structural schematic diagram of capsule water inlet switch of the present invention；
Fig. 7 is the structural schematic diagram of present invention sliding casing；
Fig. 8 is capsule connecting pipe structure schematic diagram of the present invention；
Fig. 9 is that I type of the invention detects inner tube structure schematic diagram；
Figure 10 is that I type of the invention detects the charge and discharge head structural schematic diagram that stretches in inner tube；
Figure 11 is that I type of the invention detects the charge and discharge head working state schematic representation that stretches in inner tube；
Figure 12 is pressure conversion valve exploded view of the present invention；
Figure 13, Figure 14 are pressure conversion valve state schematic diagram of the present invention；
Figure 15 is pressure converter structural schematic diagram of the present invention；
Figure 16 is pressure converter status diagram of the present invention；
Figure 17 is that the present invention blocks outer tube structure schematic diagram；
Figure 18 is guided way structural schematic diagram of the present invention；
In figure, 1, rock mass, 2, drilling, 3, outer closure capsule, 4, interior closure capsule, 5, capsule connecting tube, 6, block outer tube,
7, II type detects inner tube, and 8, guide cone, 9, drilling rod, 10, drilling machine, 11, high-pressure hose, 12, water flood operations platform, 13, casing one,
14, casing two, 15, pressure conversion valve, 16, Length discrepancy piston group, 17, limbers, 18, spring one, 19, pressing plate, 20, adjust
Screw, 21, sliding casing, 22, fastening bung flange, 23, leakage hole, 24, guided way, 25, capsule water inlet switch, 26, capsule water-filling
Hole, 27, spring two, 28, scalable charge and discharge head, 29, pressure converter, 30, seal cover board, 31, I type detects inner tube, 32, turn
Change pipe.
Specific implementation mode
The present invention proposes a kind of bottom plate Mining failure band segmentation observation procedure, in order to make advantages of the present invention, technical side
Case is clearer, clear, elaborates to the present invention with reference to specific embodiment.
As indicated with 1, bottom plate Mining failure band of the present invention is segmented observation system used by observation procedure, including blocks system
System, detection system, pressure conversion system and propulsion feed system.
Shown in detection system combination Fig. 1, Fig. 9, including guide cone 8 and detection inner tube, detection inner tube include being connected in turn
I types detection inner tube 31 and II types together detects inner tube 7, wherein I types detection inner tube 31 has one section, and II types detection inner tube 7 can be set
Several sections are set to, particular number is chosen according to practical measurement demand, and one is threadedly attached between adjacent detection inner tube
It rises, and easy to disassemble, the detection inner tube after installation, I types detection inner tube stretches into the most inner side of rock stratum, and guide cone 8 is installed
The head of inner tube is detected in I types, one of the main improvement as the present invention is provided with scalable in I types detection inner tube 31
Charge and discharge head 28 designs shown in concrete structure combination Figure 10 and Figure 11 of scalable charge and discharge head 28 for ball bumps, internal
There are spring supports ball bumps to bounce, specific action principle is, when I types detection inner tube slides into the capsule water inlet of plugging system
When at switch 25,28 lucky automatic spring of scalable charge and discharge head at this time.
As another main improvement of the present invention, shown in plugging system combination Fig. 2,3,4,5,6, including outer tube is blocked
6, capsule water inlet switch 25, several closure capsules and several sliding casings 21 block the quantity and sliding casing 21 of capsule
It is identical, and the number for blocking capsule can need to be designed according to practical measure, as shown in figure 8, between adjacent closure capsule
It is connected by capsule connecting tube 5, sliding casing 21 is nested on blocking outer tube 6, and the concrete structure for blocking outer tube 6 is shown in Figure 17 institutes
Show comprising cylindrical tube body and the lug boss positioned at the tube body rightmost side, wherein each to block capsule including outer
Capsule 3 and interior closure capsule 4 are blocked, outer one end for blocking capsule 3 is fixed on the outside of sliding casing 21, and the other end is fixed on envelope
The outside of 6 lug boss of stifled outer tube, interior one end for blocking capsule 4 are fixed on the inside of sliding casing, and it is outer that the other end is fixed on closure
On pipe 6, in order to which outer closure capsule and interior closure capsule are preferably fixed, the connection in them and sliding casing and closure outer tube
Place is reinforced by fastening bung flange 22, and leakage hole 23 is both provided at the top of the closure outer tube between adjacent closure capsule.
Capsule water inlet switch 25 only there are one, it be arranged in it is outermost closure capsule at closure outer tube on, and
And when detecting inner tube opposite sliding in the closure outer tube, scalable charge and discharge head coordinates with capsule water inlet switch just
Formation opens or closes state, its concrete structure as shown in Figure 6, including seal cover board 30, capsule filling port 26 and spring two
27, seal cover board 30 includes transverse sealing cover board and vertical seal cover board connected to it, and capsule filling port 26 is located at lateral
On seal cover board 30, spring 2 27 is located at the both sides of vertical seal cover board, when scalable 28 automatic spring of charge and discharge head, can incite somebody to action
The seal cover board of capsule water inlet switch jacks up, by capsule filling port into capsule water-filling.
The concrete structure for sliding casing 21 as shown in Figure 7, it is installed in and is blocked at capsule, to blocking capsule water-filling
When, it is possible to reduce its internal stress, sliding casing reduce closure capsule and answer by blocking small range movement at capsule
Power ruptures to prevent from blocking capsule.
In conjunction with shown in Fig. 4, Fig. 5 and Figure 18, detection inner tube is located in the closure outer tube, and can be in the closure outer tube
Opposite sliding；Specifically structure is：It blocks outer tube wall bottom and is provided with guided way 24, the outer wall bottom for detecting inner tube is provided with
With the groove of the cooperation sliding of guided way 24, in order to be slidably matched with groove formation, the shape of guided way 24 is preferably arranged to semicircle
Arch.
Pressure conversion system refers to shown in Figure 12-Figure 16, and packet pressure conversion system is located between drilling machine and detection inner tube
On drilling rod, including casing 1, casing 2 14, crossover connection 32, pressure conversion valve 15 and pressure converter 29；Its middle sleeve one
It is located at the both sides that pressure converts valve 15 with casing two, and the both ends of casing one and casing two are threadedly attached in brill respectively
On bar,
Pressure conversion valve 15 has crossover connection 32 and pressure converter 29 inside it, they can be with pressure conversion valve 15
Rotation；Pressure converter 29 is threadedly connected to inside crossover connection 32, and quantity is one, and 32 quantity of crossover connection is two, is only existed
One inside is equipped with pressure converter 29；Pressure converter 29 includes Length discrepancy piston group 16, limbers 17, spring 1, pressure
Plate 19 and adjusting screw 20, Length discrepancy piston group 16 are cylinder, are fixedly connected among it by long axis, and limbers 17, which is located at, differs
Long 16 both sides of piston group are connected with limbers 17 just when Length discrepancy piston group 16 is moved to the other end, pressing plate 19 and adjusting
Screw 20 is responsible for adjusting Opening pressure.
29 operation principle of above-mentioned pressure converter is：
The smaller end area in 16 upper ends of Length discrepancy piston group in pressure converter 29 is SIt is small, contact hydraulic pressure is extraneous note
The high water pressure P of water operation console 12It is high, the larger end area in lower end is SGreatly, contact hydraulic pressure is borehole test hydraulic pressure PIt is low, spring one
Coefficient of elasticity k in 18, decrement x, from balance between two forces principle：
Work as PIt is highSIt is small≥PIt is lowSGreatly+ kx, then pressure converter 29 is in the open state, and Length discrepancy piston group 16 moves down, limbers
17 are connected to detection inner tube, proceed by water-filling.
Work as PIt is highSIt is small≤PIt is lowSGreatly+ kx, then pressure converter 29 be closed, Length discrepancy piston group 16 remains turned-off shape
State, limbers 17 is blocked by 29 inner wall of pressure converter, without water-filling.
It promotes and supplies measurement system in detail as shown in Figure 1, including drilling machine 10, drilling rod 9 and water flood operations platform 12, water flood operations platform
It is supplied water into closure capsule by high-pressure hose 11.It promotes the drilling rod 9 in supply measurement system to have both spreading and promotes closure outer tube 6
With detection inner tube and water guide function.
With reference to specific observation procedure, the present invention will be further described.
Observation procedure of the present invention, specifically includes following steps：
The first step pries into survey drilling, is successively constructed into top plate or floor rock 1 in coal petrography tunnel with drilling machine and provides angle
Degree drilling 2 is several；
Second step, the structure for installing above-mentioned observation system are installed；
Third step plays swollen all closure capsules,
By the I types for detecting inner tube detect in pipeline section be placed on block outer tube in, and along block outer tube sliding will I types detection in
Pipeline section pushes at the outermost capsule water inlet switch for blocking capsule, at this point, the scalable charge and discharge in I types detection inner tube
Head automatic spring, capsule water inlet switch is open-top, hydraulic pressure is converted to by high pressure conditions, i.e. work by pressure conversion system at this time
Common data are 2.5MPa in journey, open water flood operations platform and carry out water-filling, outermost closure to outermost closure capsule
After capsule is full of, water-filling is carried out to adjacent closure capsule, closure capsules all at this time can rise swollen successively, wait for all envelopes successively
After the completion of stifled capsule is swollen, water flood operations platform is closed, while detection inner tube being continued up and is advanced into first leakage hole；
4th step measures water leakage parameter,
Connect step 3, complete it is all block capsules rise it is swollen after, carry out water leakage parametric measurement, the I types for detecting inner tube are visited
When being advanced into first leakage hole, scalable charge and discharge head automatic spring again is formed pipeline section with first leakage hole in surveying
Hydraulic pressure is converted to low-pressure state such as 0.1MPa by conduit pipe by pressure conversion system at this time, is opened water flood operations platform and is carried out
Water-filling after the completion of water-filling, closes water flood operations platform, while detection inner tube being continued up and is advanced into next leakage hole, goes forward side by side
Row water-filling, the water-filling for being sequentially completed leakage hole below measure；After successively increasing stable water pressure in sequence, 1-2 is waited for respectively
Minute, it reads respectively and calculates each hole section and be averaged water leakage L1、L2、L3、...；
5th step carries out pressure release draining to blocking capsule,
By detecting inner tube along outer tube sliding is blocked, pipeline section in I type for detecting inner tube detection is withdrawn downwards to outermost
Closure capsule water inlet switch position, scalable charge and discharge head automatic spring, open-top by capsule water inlet switch at this time, passes through at this time
Hydraulic pressure is converted to 0MPa by pressure conversion system, and closes water flood operations platform, and all closure capsules start at this time while pressure release is arranged
Water completes all pressure release drainings for blocking capsule.
It should be noted that any equivalent way that those skilled in the art are made under the introduction of this specification, or
Obvious variant should all be within the scope of the present invention.
Claims (8)
1. a kind of bottom plate Mining failure band is segmented observation procedure, which is characterized in that include the following steps successively：
A pries into survey drilling, and predetermined angular drilling of successively being constructed into top plate or floor strata in coal petrography tunnel with drilling machine is several；
B installs observation system, and used observation system includes plugging system, detection system, pressure conversion system and propulsion
Feed system；
The detection system includes guide cone and detection inner tube, and the detection inner tube includes that one section of I type detects inner tube and several sections
II types detect inner tube, and scalable charge and discharge head is provided in I types detection inner tube, and I types are detected inner tube and II types detect
Inner tube passes sequentially through threaded connection, and guide cone is mounted on the head that the I types detect inner tube；
The plugging system includes blocking outer tube, capsule water inlet switch, several closure capsules and several sliding casings, adjacent
Closure capsule between connected by capsule connecting tube, the sliding casing is nested on the closure outer tube, wherein Mei Gefeng
Stifled capsule includes outer closure capsule and interior closure capsule, and described outer one end for blocking capsule is fixed on the outer of the sliding casing
Side, the other end are fixed on the outside for blocking outer tube lug boss, and described interior one end for blocking capsule is fixed on the sliding set
The inside of pipe, the other end are fixed on the closure outer tube, are respectively provided at the top of the closure outer tube between adjacent closure capsule
There are leakage hole, the detection inner tube to be located in the closure outer tube, and can the opposite sliding in the closure outer tube；The capsule
Water inlet switch is arranged on the closure outer tube at outermost closure capsule；
The propulsion feed system includes drilling machine, drilling rod and water flood operations platform；
The pressure conversion system is located at drilling machine and detects on the drilling rod between inner tube；
C plays swollen all closure capsules,
By the I types for detecting inner tube detect in pipeline section be placed on block outer tube in, and along block outer tube sliding will the I types detection in
Pipeline section pushes at the outermost capsule water inlet switch for blocking capsule, at this point, the scalable charge and discharge in I types detection inner tube
Head automatic spring, capsule water inlet switch is open-top, hydraulic pressure is converted to by 2.5MPa by pressure conversion system at this time, opens note
Water operation console carries out water-filling to outermost closure capsule, after outermost closure capsule is full of, successively to adjacent closure glue
Capsule carry out water-filling, closure capsules all at this time can rise successively it is swollen, wait for all closures capsules rise it is swollen after the completion of, closing water flood operations
Platform, while detection inner tube being continued up and is advanced into first leakage hole；
D measures water leakage parameter,
Meet step c, complete it is all block capsules rise it is swollen after, carry out water leakage parametric measurement, detect the I types detection inner tube of inner tube
Section is when being advanced into first leakage hole, scalable charge and discharge head automatic spring again, and it is logical to form water guide with first leakage hole
Hydraulic pressure is converted to 0.1MPa by road by pressure conversion system at this time, is opened water flood operations platform and is carried out water-filling, after the completion of water-filling,
Water flood operations platform is closed, while detection inner tube being continued up and is advanced into next leakage hole, and carries out water-filling, after being sequentially completed
The water-filling of face leakage hole measures；After successively increasing stable water pressure in sequence, waits for 1-2 minutes respectively, read and count respectively
Each hole section is calculated to be averaged water leakage L1、L2、L3、...；
E carries out pressure release draining to blocking capsule,
By detecting inner tube along outer tube sliding is blocked, pipeline section in I type for detecting inner tube detection is withdrawn downwards to outermost envelope
Stifled capsule water inlet switch position, scalable charge and discharge head automatic spring, open-top by capsule water inlet switch at this time, passes through pressure at this time
Hydraulic pressure is converted to 0MPa by converting system, and closes water flood operations platform, and all closure capsules start at this time while pressure release drains, complete
At all pressure release drainings for blocking capsule.
2. bottom plate Mining failure band according to claim 1 is segmented observation procedure, it is characterised in that：The pressure conversion system
System includes casing one, casing two and pressure conversion valve, and described sleeve pipe one, casing two are threadedly coupled with drilling rod formation, institute
It includes crossover connection and pressure converter to state pressure conversion valve, and the pressure converter is located inside the crossover connection.
3. bottom plate Mining failure band according to claim 2 is segmented observation procedure, it is characterised in that：The pressure converter
Including Length discrepancy piston group, limbers, spring one, pressing plate and adjusting screw, the Length discrepancy piston group is cylinder, among it
It is fixedly connected by long axis, the limbers is located at Length discrepancy piston group both sides, and the spring one is located under Length discrepancy piston group
Side controls whether water-filling, the pressing plate and adjusting screw for adjusting Opening pressure by the movement of Length discrepancy piston group.
4. bottom plate Mining failure band according to claim 1 is segmented observation procedure, it is characterised in that：In the closure outer tube
Wall bottom is provided with guided way, and the outer wall bottom of the detection inner tube is provided with the groove with guided way cooperation sliding.
5. bottom plate Mining failure band according to claim 1 is segmented observation procedure, it is characterised in that：The capsule water inlet is opened
Pass includes seal cover board, capsule filling port and spring two, and the seal cover board includes transverse sealing cover board and connected to it vertical
To seal cover board, the capsule filling port is located on the lateral seal cover board, and the spring two is located at vertical seal cover board
Both sides.
6. bottom plate Mining failure band according to claim 1 is segmented observation procedure, it is characterised in that：The scalable charge and discharge
Head is a ball bumps.
7. bottom plate Mining failure band according to claim 4 is segmented observation procedure, it is characterised in that：The guided way is in half
Dome-shaped.
8. bottom plate Mining failure band according to claim 1 is segmented observation procedure, it is characterised in that：The interior closure glue
Capsule, the outer both ends for blocking capsule are fixed by fastening bung flange.
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| CN108507927B (en) * | 2018-04-20 | 2019-08-23 | 大连理工大学 | Borehole fissure permeability is segmented voltage-regulation type observation 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 |
| 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 |
| CN114108545B (en) * | 2021-12-01 | 2023-08-08 | 重庆艺锦陶瓷有限公司 | Plugging machine for sectional closing type piping emergency |
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| US6467557B1 (en) * | 1998-12-18 | 2002-10-22 | Western Well Tool, Inc. | Long reach rotary drilling assembly |
| 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 |
| JP5469655B2 (en) * | 2011-12-16 | 2014-04-16 | 圭一 土井川 | Leakage detection device and leakage detection method for underground water pipe |
| CN105134181B (en) * | 2015-06-25 | 2017-10-27 | 山东科技大学 | Overburden Rock Failure band multistage blocks synchronous leak detection method |
| CN104950346B (en) * | 2015-06-25 | 2017-06-27 | 山东科技大学 | Base plate Mining failure scope sectionalization test system |
| CN105422078B (en) * | 2015-12-09 | 2018-03-13 | 山东科技大学 | Country rock Mining failure scope sectionalization test method |
| CN105403930B (en) * | 2015-12-09 | 2017-07-18 | 山东科技大学 | Country rock Mining failure scope sectionalization test system |
| CN105372410B (en) * | 2015-12-09 | 2017-03-01 | 山东科技大学 | Double-end sealing leak detection combined geometry |
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