CN109578078A - Suitable for the more basic point separation indicators of reinforcing soft broken coal rock body automatic alarming and its application method - Google Patents

Suitable for the more basic point separation indicators of reinforcing soft broken coal rock body automatic alarming and its application method Download PDF

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Publication number
CN109578078A
CN109578078A CN201811599400.3A CN201811599400A CN109578078A CN 109578078 A CN109578078 A CN 109578078A CN 201811599400 A CN201811599400 A CN 201811599400A CN 109578078 A CN109578078 A CN 109578078A
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China
Prior art keywords
casing
drilling
setting
strength
steel cord
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CN201811599400.3A
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CN109578078B (en
Inventor
刘少伟
王伟
贾后省
李海涛
杨云飞
高建军
郭胜
马保平
何亚飞
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Henan University of Technology
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Henan University of Technology
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    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F17/00Methods or devices for use in mines or tunnels, not covered elsewhere
    • E21F17/18Special adaptations of signalling or alarm devices
    • E21F17/185Rock-pressure control devices with or without alarm devices; Alarm devices in case of roof subsidence
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/20Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/23Dune restoration or creation; Cliff stabilisation

Abstract

Suitable for the more basic point separation indicators of reinforcing soft broken coal rock body automatic alarming, including the anti-collapse hole sleeve being arranged in vertical drilling, anti- collapse hole sleeve lower end is provided with the radial expansion locating piece at drilling orifice, radial expansion locating piece lower end is removably connected with T-type test alarm sheath assembly, the three root long degree not equal high-strength compressed steel cord that allows is equipped in anti-collapse hole sleeve, three high-strength to allow the upper end of compressed steel cord to be connected separately with the anchor fluke for being located in bore inner, three high-strength left sides for allowing the lower end of compressed steel cord to be connected to T-type test alarm sheath assembly after radial expansion locating piece, right side and lower part.The invention also discloses the application methods for being suitable for the more basic point separation indicators of reinforcing soft broken coal rock body automatic alarming.The present invention has rational design, is easily installed, with strong points, effectively solves the installation and fixation problem of separation indicator in fractured coal and rock, and energy automatic alarming, improves applicability of the invention.

Description

Suitable for the more basic point separation indicators of reinforcing soft broken coal rock body automatic alarming and its application method
Technical field
The invention belongs to Roadway Support Technology fields, and in particular to one kind is suitable for the more bases of reinforcing soft broken coal rock body automatic alarming Point separation indicator and its application method.
Background technique
Back roof collapse disaster is one of the significant threat that Safety of Coal Mine Production faces, and lot of domestic and international scholar surrounds lane The monitoring and warning technology of road roof collapse disaster has carried out a lot of research work.Since coal mine roof plate is generally typical layered structure, because This roof delamination amount is by as one of the important indicator data for judging fall of ground catastrophe.The prior art is big generally according to absciss layer amount Small judgement judges according to separating velocity or carries out disaster identification and early warning according to absciss layer acceleration.
Currently, the roof separation indicator that mine working generally uses is made of anchor fluke, wire and sleeve reading plotter, steel wire Line one end connects anchor fluke, is fixed on certain depth target position in rock body drilled, and the other end connects sleeve reading plotter, is fixed on Drilling orifice, when absciss layer, displacement occur for coal rock layer, wire pulls sleeve reading plotter pointer or instruction in target zone Ring indicates shift value.But for complex geologic conditions, the especially more broken mine of monitoring region coal and rock, tunnel Surface rock stratum usually ruptures after roadway excavation in a short time, and the rock stratum of rupture moves irregularly, the changing of the relative positions, and sleeve is caused to read Hell can not be installed and be stably fixed to device.
Roof separation indicator is mainly used for the roof delamination monitoring of coal mine roadway, instructs roof timbering parameter to choose and prevents top plate Roof fall accident occurs, but since underground coal mine geology mining conditions are complicated, when there is absciss layer and continues to increase in roadway surrounding rock, Underground work personnel are unable to learn in time the huge security risk that roadway surrounding rock is generated due to absciss layer by conventional separation indicator, when Tunnel confining pressure absciss layer amount reaches critical value and roof fall occurs suddenly and causes safety accident, so underground can be set one kind and can fit A variety of rock stratum conditions are answered, and can forecast that the roof separation indicator warned seems particularly necessary in time.
Summary of the invention
The present invention provides a kind of suitable for reinforcing soft broken coal rock body automatic alarming to solve shortcoming in the prior art More basic point separation indicators and its application method can effectively solve the effective of more basic point separation indicators in reinforcing soft broken coal rock body It installs and fixes and guarantee that forecast is warned in time when more basic point separation indicators reach absciss layer amount critical value during delamination monitoring The problem of.
In order to solve the above technical problems, the present invention adopts the following technical scheme: being suitable for reinforcing soft broken coal rock body automatic alarming More basic point separation indicators, including the anti-collapse hole sleeve being arranged in vertical drilling, anti-collapse hole sleeve lower end, which is provided with, is located at drilling Radial expansion locating piece at aperture, radial expansion locating piece lower end is removably connected with T-type test alarm sheath assembly, anti-collapse It is equipped with not equal high-strength of three root long degree in the sleeve of hole and allows compressed steel cord, three high-strength upper ends for allowing compressed steel cord are connected separately with Be located in the anchor fluke of bore inner, three high-strength allow the lower end of compressed steel cord to pass through radial expansion locating piece after be connected to T Left side, right side and the lower part of type test alarm sheath assembly.
Radial expansion locating piece includes that cover board, bevel gear, toothed disc and three claws, cover board are installed by bolt coaxial line Lower part is opened up there are three guide rail hole in anti-collapse hole sleeve lower end surface, anti-collapse hole sleeve, and three guide rail holes are along anti-collapse hole sleeve Circumferencial direction is evenly arranged, and toothed disc coaxial line is mounted on anti-collapse hole sleeve inner and is located on the downside of guide rail hole, three claws point It Dui Ying not be slidably mounted in three guide rail holes, the bottom of the upper side of toothed disc and three claws is threadedly coupled simultaneously, cover board Mounting hole is radially offered between upper side and anti-collapse hole sleeve lower end surface, in the center line and mounting hole of bevel gear Heart line is overlapped, and bevel gear is located at below toothed disc, and bevel gear engages with toothed disc, and bevel gear outer end is protruded into and is rotatably connected on peace It fills in hole, the outer end face center of bevel gear offers interior six side's card slots;Cover board downside coaxial line is fixedly connected with outer six ribs and passes Moving part, the center of outer six ribs driving member offer internal thread hole, the center of toothed disc and cover board offer on internal thread hole The through-hole of lower corresponding perforation.
T-type test alarm sheath assembly includes setting of casing, left casing and right casing, in setting of casing, left casing and right casing It is provided with the identical absciss layer amount scale alarm of a structure, cased upper end is protruded into and is threadedly coupled to outer six ribs and passes In the internal thread hole of moving part, left casing right end is vertically fixedly connected on setting of casing left upper portion, and right casing left end is vertically fixed to be connected It connects in setting of casing right upper portion;It is connected to inside left casing, right casing and setting of casing, left casing, right casing and cased outer circle Be provided with scale in the axial direction, three high-strength allow compressed steel cord first to sequentially pass through through-hole, setting of casing top after wear respectively again Enter and is connect in setting of casing, left casing and right casing with absciss layer amount scale alarm therein.
Absciss layer amount scale alarm in setting of casing includes that spring, baffle, slide plate and mechanical jingle bell and fluorescent bands are warned Device, setting of casing upper inside wall are provided with positioning ring, and spring is coaxially set in setting of casing, under baffle is arranged in setting of casing Portion, one high-strength to allow compressed steel cord to pass through spring connect with baffle, high-strength that the tensioning of compressed steel cord is allowed to pull baffle, baffle compression bullet Spring, spring upper end and positioning ring press cooperate, and mechanical jingle bell and fluorescent bands device of warning are mounted on baffle lower surface and are located at Outside setting of casing, slide opening is in axial direction offered on setting of casing, the arc-shaped structure of slide plate is slidably connected at outside setting of casing, sliding Piece is connect by slide opening with slide plate.
Anchor fluke top is in up-thin-low-thick truncated cone-shaped, and anchor fluke lower part is cylindrical, and anchor fluke is in the uniform cloth of cylindrical outer surface Equipped with 3 hangnail steel discs.
Three high-strength, and to allow compressed steel cord to be the diameter formed after stereotyped writing finer wire is threaded together be 1.0mm, and three high-strength to allow The length of compressed steel cord is respectively 10000mm, 6000mm and 2000mm.
Anti- collapse hole sleeve upper end coaxial line is fixedly connected with up-thin-low-thick guide cylinder, and the outer circle of anti-collapse hole sleeve is along axial Direction offers helicla flute.
Suitable for the application method of the more basic point separation indicators of reinforcing soft broken coal rock body automatic alarming, include the following steps,
(1) six side's connectors in installing outside six rib driving members outside, the inside of interior six sides connector is up big and down small interior six Square stepped hole, the interior biggish interior hexagonal hole in six sides connector top and outer six ribs driving member assemble, and are first bored using six prismatic of a section Bar passes through the lesser interior hexagonal hole in interior six sides connector lower part and sequentially passes through the through-hole and anti-collapse hole sleeve of toothed disc and cover board, Anti- collapse hole sleeve upper port is stretched out in six prismatic drilling rod upper ends;
(2) six prismatic drilling rod lower ends are installed on drilling machine, start drilling machine to reinforcing soft broken coal rock body up-hole, six prismatic drilling rods Anti- collapse hole sleeve rotating, the internal diameter of the guide cylinder of anti-collapse hole sleeve upper end are driven by interior six sides connector and outer six ribs driving member Greater than the six maximum tactical diameters of prismatic drilling rod, since coal and rock is soft, under the guiding of guide cylinder, anti-collapse hole sleeve is easy to Just being rotated into drilling and supportting drilling greatly, until radial expansion locating piece enters drilling with six prismatic drilling rods In aperture and when the interior six sides card slot of bevel gear outer end face is located at outside the aperture of drilling, drilling machine is closed, stops drilling, extraction six Prismatic drilling rod removes interior six side's connectors;
(3) it is inserted into bevel gear outer end face in six side's card slots using outer hexagon, driving bevel gear rotation, bevel gear rotation Turn to drive toothed disc rotation, three claws being threadedly coupled with toothed disc pass through a guide rail hole and are radially displaced outwardly, block Pawl further presses borehole wall outward and snaps fit onto hole wall, thus the positioning in drilling by anti-collapse hole sleeve;
(4) outer six ribs driving member then is passed through using cylindrical drilling rod and anti-collapse hole sleeve continues up drilling, cylindrical drilling rod One section connects a section, stops drilling machine after 10 meters of depths are got in drilling, extracts cylindrical drilling rod out;
(5) it is inserted into upper anchor fluke bottom groove using straight-bar, the high-strength steel wire that allows of a 10000mm long is connected on anchor fluke Rope, straight-bar are extend into drilling after sequentially passing through outer six rib driving members and anti-collapse hole sleeve upwards with anchor fluke, until by anchor fluke Straight-bar is extracted out after pushing up to 10 meters of depth, and outside anchor fluke under the action of hangnail steel disc, anchor fluke is securely seated between in drilling;
(6) high-strength two anchor flukes for allowing compressed steel cord that will successively be connected with 6000mm and 2000mm according to the process of step (5) It pushes into drilling and fixed;
(7) then by three it is high-strength allow compressed steel cord to respectively penetrate in left casing, right casing and setting of casing, on cased End is protruded into and is threadedly coupled in the internal thread hole of outer six ribs driving member, then by three springs be respectively put into left casing, In right casing and setting of casing, by three it is high-strength allow compressed steel cord to be separately connected baffle, make three it is firm allow compressed steel cord be in Tight state simultaneously makes spring be in compressive state;
(8) mechanical jingle bell and fluorescent bands device of warning are installed to and left casing left end, right casing right end and bottom of the tube of trapping And it is connect with baffle;
(9) it is high-strength to allow compressed steel cord be by tensioning, the high-strength compressed steel cord that allows when reinforcing soft broken coal rock body deep basic point absciss layer occurs Baffle is pulled to overcome the elastic force of spring, the slide plate on left casing moves right along left casing, and the slide plate on right casing is along right casing It is moved to the left, the slide plate on setting of casing is moved up along setting of casing, and when reinforcing soft broken coal rock body deep, basic point absciss layer amount, which reaches, faces When dividing value, i.e., after slide plate is moved to certain position, touches mechanical jingle bell and fluorescent bands are warned device, thus automatic jingle bell alarm And discharge fluorescence warning band simultaneously, can measure middle part basic point in drilling respectively, caused by superficial part basic point and deep basic point from Layer amount.
By adopting the above technical scheme, the present invention has following technical effect that
1, since reinforcing soft broken coal rock body is in drilling, the easy collapse hole in one section of aperture of drilling, therefore the present invention drills for the first time When just anti-collapse hole sleeve is squeezed into drilling with brill, it is ensured that drilling via formations reliability.The spiral shell being arranged in anti-collapse hole excircle of sleeve Spin slot not only acts as convenient for entering the effect in drilling with six prismatic drilling rods, and plays axial direction after entering in drilling The effect of positioning.The connection structure of helicla flute and the hole wall of drilling and three claws, which radially extend out, to be inserted into the hole wall of drilling Location structure combines, and is located in anti-collapse hole sleeve securely at the aperture of drilling.
2, the different depth that the present invention is navigated in drilling by the way that three claws are arranged, and using the high-strength compressed steel cord that allows Tightly, high-strength that compressed steel cord stretching baffle is allowed to overcome the elastic force of spring when absciss layer occurring inside reinforcing soft broken coal rock body, and drive Scribing is mobile, absciss layer amount can be not only determined according to the mobile distance of scribing, but also face when absciss layer reaches a certain level to reach It is capable of automatic alarm after dividing value, to improve the safety of production operation.
In conclusion the present invention has rational design, it is easily installed, it is with strong points, effectively solve separation indicator in fractured coal and rock Installation and fixation problem, and can automatic alarming, improve applicability of the invention.
Detailed description of the invention
Fig. 1 is schematic perspective view of the invention;
Fig. 2 is to start to carry out schematic perspective view when fixed anti-collapse hole sleeve is installed in drilling using six rib drilling rods;
Fig. 3 is the structural schematic diagram of radial expansion locating piece in Fig. 1;
Fig. 4 is the enlarged drawing of T-type test alarm sheath assembly in figure;
Fig. 5 is the schematic perspective view of six rib driving members of the China and foreign countries Fig. 1;
Fig. 6 is the schematic perspective view of Fig. 1 cover plate.
Specific embodiment
As shown in figs 1 to 6, of the invention to be suitable for the more basic point separation indicators of reinforcing soft broken coal rock body automatic alarming, including setting Anti- collapse hole sleeve 1 in vertical drilling, anti-1 lower end of collapse hole sleeve are provided with the positioning of the radial expansion at drilling orifice Part 2,2 lower end of radial expansion locating piece are removably connected with T-type test alarm sheath assembly 3, are equipped with three in anti-collapse hole sleeve 1 Not equal high-strength of root long degree allows compressed steel cord 4, and three high-strength to allow the upper end of compressed steel cord 4 to be connected separately with to be located in bore inner Anchor fluke 5, three high-strength allow the lower end of compressed steel cord 4 to pass through radial expansion locating piece 2 after be connected to T-type test alarm set Left side, right side and the lower part of tube assembly 3.
Radial expansion locating piece 2 includes cover board 6, bevel gear 7, toothed disc 8 and three claws 9, and cover board 6 is coaxial by bolt Line is mounted on anti-1 lower end surface of collapse hole sleeve, and lower part is opened up there are three guide rail hole in anti-collapse hole sleeve 1, and three guide rail holes are along anti-collapse The circumferencial direction of hole sleeve 1 is evenly arranged, and 8 coaxial line of toothed disc is mounted on anti-1 inside of collapse hole sleeve and is located on the downside of guide rail hole, Three claws 9, which respectively correspond, to be slidably mounted in three guide rail holes, and the bottom of the upper side of toothed disc 8 and three claws 9 is simultaneously It is threadedly coupled, radially offers mounting hole 10 between 6 upper side of cover board and anti-1 lower end surface of collapse hole sleeve, bevel gear 7 Center line is overlapped with the center line of mounting hole 10, and bevel gear 7 is located at 8 lower section of toothed disc, and bevel gear 7 engages with toothed disc 8, bores tooth It takes turns 7 outer ends to protrude into and be rotatably connected in mounting hole 10, the outer end face center of bevel gear 7 offers interior six side's card slots 11;Cover board 6 Downside coaxial line is fixedly connected with outer six rib driving members 12, and the center of outer six ribs driving member 12 offers internal thread hole 13, tooth The center of wheel disc 8 and cover board 6 offers the through-hole 14 of perforation corresponding with about 13 internal thread hole.
T-type test alarm sheath assembly 3 includes setting of casing 15, left casing 16 and right casing 17, setting of casing 15, left casing 16 Absciss layer amount scale alarm identical with a structure is provided in right casing 17, the upper end of setting of casing 15 is protruded into and screw thread It is connected in the internal thread hole 13 of outer six ribs driving member 12, left 16 right end of casing is vertically fixedly connected on 15 left side of setting of casing Portion, right 17 left end of casing are vertically fixedly connected on 15 right upper portion of setting of casing;Inside left casing 16, right casing 17 and setting of casing 15 Connection, the outer circle of left casing 16, right casing 17 and setting of casing 15 are provided with scale, three high-strength steel wires that allow in the axial direction Rope 4 first sequentially pass through respectively penetrated behind through-hole 14,15 top of setting of casing again in setting of casing 15, left casing 16 and right casing 17 and its In absciss layer amount scale alarm connection.
Absciss layer amount scale alarm in setting of casing 15 includes spring 18, baffle 19, slide plate 20 and mechanical jingle bell and fluorescence Band is warned device 21, and 15 upper inside wall of setting of casing is provided with positioning ring, and spring 18 is coaxially set in setting of casing 15, baffle 19 are arranged in setting of casing 15 lower parts, and one high-strength to allow compressed steel cord 4 to pass through spring 18 to connect with baffle 19, the high-strength steel wire that allows 4 tensioning drawing baffle 19 of rope, 19 compressed spring 18 of baffle, 18 upper end of spring and positioning ring press cooperate, mechanical jingle bell and fluorescence Band warn device 21 be mounted on 19 lower surface of baffle and be located at setting of casing 15 outside, in axial direction offered on setting of casing 15 Slide opening 22, the arc-shaped structure of slide plate 20 are slidably connected at outside setting of casing 15, and slide plate 20 is connect by slide opening 22 with slide plate 20.
5 top of anchor fluke is in up-thin-low-thick truncated cone-shaped, and 5 lower part of anchor fluke is cylindrical, and anchor fluke 5 is uniform in cylindrical outer surface It is laid with 3 hangnail steel discs 23.
Three high-strength, and to allow compressed steel cord 4 to be the diameter formed after stereotyped writing finer wire is threaded together be 1.0mm, and three high-strength to allow The length of compressed steel cord 4 is respectively 10000mm, 6000mm and 2000mm.
Anti- 1 upper end coaxial line of collapse hole sleeve is fixedly connected with up-thin-low-thick guide cylinder 24, the outer circle edge of anti-collapse hole sleeve 1 Axial direction offers helicla flute 25.
Suitable for the application method of the more basic point separation indicators of reinforcing soft broken coal rock body automatic alarming, include the following steps,
(1) six side's connectors 26 in installing outside six rib driving members 12 outside, the inside of interior six sides connector 26 are up big and down small Interior six sides stepped hole, the biggish interior hexagonal hole in interior six sides connector, 26 top and outer six ribs driving member 12 assemble, and first uses one Six prismatic drilling rods 27 are saved across the lesser interior hexagonal hole in interior six sides connector, 26 lower part and sequentially pass through toothed disc 8 and cover board 6 Anti- 1 upper port of collapse hole sleeve is stretched out in through-hole 14 and anti-collapse hole sleeve 1, six prismatic drilling rods, 27 upper end;
27 lower end of (2) six prismatic drilling rod is installed on drilling machine, and starting drilling machine bores reinforcing soft broken coal rock body up-hole, six prismatics Bar 27 drives anti-collapse hole sleeve 1 to rotate by interior six sides connector 26 and outer six ribs driving member 12, and anti-1 upper end of collapse hole sleeve is led It is greater than the maximum tactical diameter of six prismatic drilling rod 27 to the internal diameter of cylinder 24, since coal and rock is soft, under the guiding of guide cylinder 24, Anti- collapse hole sleeve 1 is easy for being rotated into drilling and supportting drilling greatly with six prismatic drilling rods 27, stretches until radially When contracting locating piece 2 enters in the aperture of drilling and the interior six sides card slot 11 of 7 outer end face of bevel gear is located at outside the aperture of drilling, Drilling machine is closed, drilling is stopped, extracting six prismatic drilling rods 27 out, removes interior six side's connectors 26;
(3) it is inserted into 7 outer end face of bevel gear in six side's card slots 11 using outer hexagon, driving bevel gear 7 rotates, and bores tooth 7 rotation of wheel drives toothed disc 8 to rotate, and it is radially outside that three claws 9 being threadedly coupled with toothed disc 8 pass through a guide rail hole Mobile, claw 9 further presses borehole wall outward and snaps fit onto hole wall, thus the positioning in drilling by anti-collapse hole sleeve 1;
(4) outer six ribs driving member 12 then is passed through using cylindrical drilling rod and anti-collapse hole sleeve 1 continues up drilling, cylinder bur One section of bar connects a section, stops drilling machine after 10 meters of depths are got in drilling, extracts cylindrical drilling rod out;
(5) it is inserted into upper 5 bottom groove of anchor fluke using straight-bar, the high-strength steel wire that allows of a 10000mm long is connected on anchor fluke 5 Rope 4, straight-bar is extend into drilling after sequentially passing through six rib driving members 12 and anti-collapse hole sleeve 1 outside upwards with anchor fluke 5, until inciting somebody to action Anchor fluke 5 extracts straight-bar out behind top to 10 meters of depth, and under the action of 5 outside hangnail steel disc 23 of anchor fluke, anchor fluke 5 is securely seated between brill In hole;
(6) high-strength two anchor flukes for allowing compressed steel cord 4 that will successively be connected with 6000mm and 2000mm according to the process of step (5) 5 push into drilling and fix;
(7) then by three it is high-strength allow compressed steel cord 4 to respectively penetrate in left casing 16, right casing 17 and setting of casing 15, will under The upper end of casing 15 is protruded into and is threadedly coupled in the internal thread hole 13 of outer six ribs driving member 12, then divides three springs 18 Be not put into left casing 16, right casing 17 and setting of casing 15, by three it is high-strength allow compressed steel cord 4 to be separately connected baffle 19, make Three firm to allow compressed steel cord to be in tensioning state and spring 18 is made to be in compressive state;
(8) mechanical jingle bell and fluorescent bands device 21 of warning are installed to and left 16 left end of casing, 17 right end of right casing and are trapped 15 bottom of pipe is simultaneously connect with baffle 19;
(9) it is high-strength to allow compressed steel cord 4 be by tensioning, the high-strength steel wire that allows when reinforcing soft broken coal rock body deep basic point absciss layer occurs 4 pulling baffle 19 of rope overcomes the elastic force of spring 18, and the slide plate 20 on left casing 16 moves right along left casing 16, on right casing 17 Slide plate 20 be moved to the left along right casing 17, the slide plate 20 on setting of casing 15 is moved up along setting of casing 15, when soft broken coal When rock mass deep basic point absciss layer amount reaches critical value, i.e., after slide plate 20 is moved to certain position, touch mechanical jingle bell and phosphor strip Band is warned device, to automatic jingle bell alarm and discharge fluorescence warning band simultaneously, can measure middle part basic point in drilling respectively, shallowly Absciss layer amount caused by portion's basic point and deep basic point.
Mechanical jingle bell and fluorescent bands in the present invention warn device 21 as existing mature technology, and specific configuration is no longer superfluous It states.
The present embodiment not makes any form of restriction shape of the invention, material, structure etc., all according to this hair Bright technical spirit any simple modification, equivalent change and modification to the above embodiments, belong to the technology of the present invention side The protection scope of case.

Claims (8)

1. being suitable for the more basic point separation indicators of reinforcing soft broken coal rock body automatic alarming, it is characterised in that: including setting in vertical drilling Anti- collapse hole sleeve, anti-collapse hole sleeve lower end is provided with the radial expansion locating piece at drilling orifice, and radial expansion is fixed Position part lower end is removably connected with T-type test alarm sheath assembly, and not equal high-strength of three root long degree is equipped in anti-collapse hole sleeve Allow compressed steel cord, three high-strength to allow the upper end of compressed steel cord to be connected separately with the anchor fluke for being located in bore inner, and three high-strength to allow The lower end of compressed steel cord pass through be connected to after radial expansion locating piece the T-type test alarm left side of sheath assembly, right side and Lower part.
2. according to claim 1 be suitable for the more basic point separation indicators of reinforcing soft broken coal rock body automatic alarming, it is characterised in that: diameter It include cover board, bevel gear, toothed disc and three claws to flexible locating piece, cover board is mounted on anti-collapse hole set by bolt coaxial line Cylinder lower end surface, lower part is opened up there are three guide rail hole in anti-collapse hole sleeve, and three guide rail holes are equal along the circumferencial direction of anti-collapse hole sleeve Even arrangement, toothed disc coaxial line are mounted on anti-collapse hole sleeve inner and are located on the downside of guide rail hole, and three claws respectively correspond sliding It is mounted in three guide rail holes, the bottom of the upper side of toothed disc and three claws is threadedly coupled simultaneously, cover board upper side and anti- Mounting hole is radially offered between collapse hole sleeve lower end surface, the center line of bevel gear is overlapped with the center line of mounting hole, Bevel gear is located at below toothed disc, and bevel gear engages with toothed disc, and bevel gear outer end is protruded into and is rotatably connected in mounting hole, cone The outer end face center of gear offers interior six side's card slots;Cover board downside coaxial line is fixedly connected with outer six rib driving members, and outer six The center of rib driving member offers internal thread hole, and the center of toothed disc and cover board, which offers, and internal thread hole is corresponding up and down penetrates through Through-hole.
3. according to claim 2 be suitable for the more basic point separation indicators of reinforcing soft broken coal rock body automatic alarming, it is characterised in that: T Type test alarm sheath assembly includes setting of casing, left casing and right casing, is provided with one in setting of casing, left casing and right casing The identical absciss layer amount scale alarm of a structure, cased upper end is protruded into and is threadedly coupled to the interior spiral shell of outer six ribs driving member In pit, left casing right end is vertically fixedly connected on setting of casing left upper portion, and right casing left end is vertically fixedly connected on setting of casing Right upper portion;It is connected to inside left casing, right casing and setting of casing, left casing, right casing and cased outer circle are in the axial direction Be provided with scale, three high-strength allow compressed steel cord first to sequentially pass through through-hole, setting of casing top after respectively penetrate setting of casing, a left side again It is connect in casing and right casing with absciss layer amount scale alarm therein.
4. according to claim 3 be suitable for the more basic point separation indicators of reinforcing soft broken coal rock body automatic alarming, it is characterised in that: under Absciss layer amount scale alarm in casing includes spring, baffle, slide plate and mechanical jingle bell and fluorescent bands are warned device, setting of casing Upper inside wall is provided with positioning ring, and spring is coaxially set in setting of casing, and lower part is arranged in setting of casing in baffle, and one high-strength It allows compressed steel cord to pass through spring to connect with baffle, it is high-strength that the tensioning of compressed steel cord is allowed to pull baffle, baffle compressed spring, spring upper end It pressing and cooperates with positioning ring, mechanical jingle bell and fluorescent bands device of warning are mounted on baffle lower surface and are located at outside setting of casing, Slide opening is in axial direction offered on setting of casing, the arc-shaped structure of slide plate is slidably connected at outside setting of casing, and slide plate passes through slide opening It is connect with slide plate.
5. according to right want 4 described in be suitable for the more basic point separation indicators of reinforcing soft broken coal rock body automatic alarming, it is characterised in that: anchor fluke Top is in up-thin-low-thick truncated cone-shaped, and anchor fluke lower part is cylindrical, and anchor fluke has 3 hangnail steel cylindrical outer surface is uniformly distributed Piece.
6. according to right want 5 described in be suitable for the more basic point separation indicators of reinforcing soft broken coal rock body automatic alarming, it is characterised in that: three High-strength to allow compressed steel cord to be the diameter formed after stereotyped writing finer wire is threaded together be 1.0mm, and three high-strength to allow the length of compressed steel cord Degree is respectively 10000mm, 6000mm and 2000mm.
7. according to right want 6 described in be suitable for the more basic point separation indicators of reinforcing soft broken coal rock body automatic alarming, it is characterised in that: it is anti-collapse Hole sleeve upper end coaxial line is fixedly connected with up-thin-low-thick guide cylinder, and the outer circle of anti-collapse hole sleeve in axial direction offers spiral shell Spin slot.
8. the application method for being suitable for the more basic point separation indicators of reinforcing soft broken coal rock body automatic alarming described in wanting 7 is connected according to right, It is characterized by comprising following steps,
(1) six side's connectors in installing outside six rib driving members outside, the inside of interior six sides connector is up big and down small interior six Square stepped hole, the interior biggish interior hexagonal hole in six sides connector top and outer six ribs driving member assemble, and are first bored using six prismatic of a section Bar passes through the lesser interior hexagonal hole in interior six sides connector lower part and sequentially passes through the through-hole and anti-collapse hole sleeve of toothed disc and cover board, Anti- collapse hole sleeve upper port is stretched out in six prismatic drilling rod upper ends;
(2) six prismatic drilling rod lower ends are installed on drilling machine, start drilling machine to reinforcing soft broken coal rock body up-hole, six prismatic drilling rods Anti- collapse hole sleeve rotating, the internal diameter of the guide cylinder of anti-collapse hole sleeve upper end are driven by interior six sides connector and outer six ribs driving member Greater than the six maximum tactical diameters of prismatic drilling rod, since coal and rock is soft, under the guiding of guide cylinder, anti-collapse hole sleeve is easy to Just being rotated into drilling and supportting drilling greatly, until radial expansion locating piece enters drilling with six prismatic drilling rods In aperture and when the interior six sides card slot of bevel gear outer end face is located at outside the aperture of drilling, drilling machine is closed, stops drilling, extraction six Prismatic drilling rod removes interior six side's connectors;
(3) it is inserted into bevel gear outer end face in six side's card slots using outer hexagon, driving bevel gear rotation, bevel gear rotation Turn to drive toothed disc rotation, three claws being threadedly coupled with toothed disc pass through a guide rail hole and are radially displaced outwardly, block Pawl further presses borehole wall outward and snaps fit onto hole wall, thus the positioning in drilling by anti-collapse hole sleeve;
(4) outer six ribs driving member then is passed through using cylindrical drilling rod and anti-collapse hole sleeve continues up drilling, cylindrical drilling rod One section connects a section, stops drilling machine after 10 meters of depths are got in drilling, extracts cylindrical drilling rod out;
(5) it is inserted into upper anchor fluke bottom groove using straight-bar, the high-strength steel wire that allows of a 10000mm long is connected on anchor fluke Rope, straight-bar are extend into drilling after sequentially passing through outer six rib driving members and anti-collapse hole sleeve upwards with anchor fluke, until by anchor fluke Straight-bar is extracted out after pushing up to 10 meters of depth, and outside anchor fluke under the action of hangnail steel disc, anchor fluke is securely seated between in drilling;
(6) high-strength two anchor flukes for allowing compressed steel cord that will successively be connected with 6000mm and 2000mm according to the process of step (5) It pushes into drilling and fixed;
(7) then by three it is high-strength allow compressed steel cord to respectively penetrate in left casing, right casing and setting of casing, on cased End is protruded into and is threadedly coupled in the internal thread hole of outer six ribs driving member, then by three springs be respectively put into left casing, In right casing and setting of casing, by three it is high-strength allow compressed steel cord to be separately connected baffle, make three it is firm allow compressed steel cord be in Tight state simultaneously makes spring be in compressive state;
(8) mechanical jingle bell and fluorescent bands device of warning are installed to and left casing left end, right casing right end and bottom of the tube of trapping And it is connect with baffle;
(9) it is high-strength to allow compressed steel cord be by tensioning, the high-strength compressed steel cord that allows when reinforcing soft broken coal rock body deep basic point absciss layer occurs Baffle is pulled to overcome the elastic force of spring, the slide plate on left casing moves right along left casing, and the slide plate on right casing is along right casing It is moved to the left, the slide plate on setting of casing is moved up along setting of casing, and when reinforcing soft broken coal rock body deep, basic point absciss layer amount, which reaches, faces When dividing value, i.e., after slide plate is moved to certain position, touches mechanical jingle bell and fluorescent bands are warned device, thus automatic jingle bell alarm And discharge fluorescence warning band simultaneously, can measure middle part basic point in drilling respectively, caused by superficial part basic point and deep basic point from Layer amount.
CN201811599400.3A 2018-12-26 2018-12-26 Multi-base point separation layer instrument suitable for automatic warning of loose and broken coal and rock mass and use method thereof Active CN109578078B (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111456722A (en) * 2020-04-08 2020-07-28 中国矿业大学 Device and method for circularly installing multiple measuring points for rock movement in ground vertical drilling hole

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2688894Y (en) * 2004-03-22 2005-03-30 泰安市龙洛卡自动化仪表有限公司 Surrounding rock separated layer monitoring alarm instrument
CN103528530A (en) * 2013-10-25 2014-01-22 中国矿业大学 Monitoring device and monitoring method for mining FBG (fiber bragg grating) roof separation layer
CN103616001A (en) * 2013-11-28 2014-03-05 西安科技大学 Roadway surrounding rock body multipoint bed separation volume monitoring and measuring device and mounting and measuring method
DE202015101170U1 (en) * 2015-03-09 2015-05-06 Geotec Bohrtechnik Gmbh Vertical drill with secure working area
CN204373560U (en) * 2014-12-26 2015-06-03 安徽金黄庄矿业有限公司 A kind of internally-fixed roof separation indicator
CN106958458A (en) * 2017-03-23 2017-07-18 河南理工大学 A kind of method for monitoring fall of ground hidden danger
CN207499891U (en) * 2017-08-21 2018-06-15 河南理工大学 Reinforcing soft broken coal rock body bores the integrated extensible anchor pole of envelope note

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2688894Y (en) * 2004-03-22 2005-03-30 泰安市龙洛卡自动化仪表有限公司 Surrounding rock separated layer monitoring alarm instrument
CN103528530A (en) * 2013-10-25 2014-01-22 中国矿业大学 Monitoring device and monitoring method for mining FBG (fiber bragg grating) roof separation layer
CN103616001A (en) * 2013-11-28 2014-03-05 西安科技大学 Roadway surrounding rock body multipoint bed separation volume monitoring and measuring device and mounting and measuring method
CN204373560U (en) * 2014-12-26 2015-06-03 安徽金黄庄矿业有限公司 A kind of internally-fixed roof separation indicator
DE202015101170U1 (en) * 2015-03-09 2015-05-06 Geotec Bohrtechnik Gmbh Vertical drill with secure working area
CN106958458A (en) * 2017-03-23 2017-07-18 河南理工大学 A kind of method for monitoring fall of ground hidden danger
CN207499891U (en) * 2017-08-21 2018-06-15 河南理工大学 Reinforcing soft broken coal rock body bores the integrated extensible anchor pole of envelope note

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111456722A (en) * 2020-04-08 2020-07-28 中国矿业大学 Device and method for circularly installing multiple measuring points for rock movement in ground vertical drilling hole

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