CN206300603U - Coal mine roadway pucking amount automated watch-keeping facility - Google Patents
Coal mine roadway pucking amount automated watch-keeping facility Download PDFInfo
- Publication number
- CN206300603U CN206300603U CN201621429491.2U CN201621429491U CN206300603U CN 206300603 U CN206300603 U CN 206300603U CN 201621429491 U CN201621429491 U CN 201621429491U CN 206300603 U CN206300603 U CN 206300603U
- Authority
- CN
- China
- Prior art keywords
- roll shaft
- correspondence
- coal mine
- branch pipe
- ratchet
- 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.)
- Expired - Fee Related
Links
Abstract
The utility model is related to a kind of coal mine roadway pucking amount automated watch-keeping facility, including fixing pipe, pull rope, measuring mechanism, fixing pipe is vertically arranged hollow tube, and its top is evenly distributed with the branch pipe of some lateral arrangements along its outer wall, and the branch pipe is the hollow tube of inner space fixing pipe;Device code device, real-time monitoring is carried out by the encoder roll shaft anglec of rotation, encoders monitor signal can be received by routine after the disposable installation present apparatus, and data analysis is carried out by data processing unit draw the roll shaft anglec of rotation, the pull rope shift length that swaps out is become according to the roll shaft anglec of rotation.
Description
Technical field
The utility model is related to a kind of coal mine survey device, and in particular to a kind of coal mine roadway pucking amount monitors dress automatically
Put.
Background technology
With continually developing for coal resources in China, its mining depth is also increasing, while with strong supporting, high working face
The introduction of pit gear with use, but the exploitation being continuously increased with high intensity of mining depth, geological conditions can become more next
More complicated, the vertical crustal stress of mine and horizontal crustal stress can also be significantly increased, and thus bring the deformation speedup of roadway surrounding rock to accelerate,
Deflection increases, and excessive surrouding rock deformation can produce microcosmic or gross fracture, strata movement, Floor Heave in Roadway, wall caving, roof fall etc. existing
As.For Floor Heave in Roadway, prominent pucking problem can bring serious influence to downhole production, to plant equipment transport with
The current of operating personnel brings inconvenience.In engineering practice, Floor Heave in Roadway increment is difficult to measure, usually in tunnel roof and floor and two
Side correspondence position arrangement measuring point, measures by measuring staff and fine rule, but only relies on and do cross hairs and ensure the level of measuring staff
The accuracy of data can be influenceed with vertical, and observes getting up to be inconvenient.In order to overcome above-mentioned some problems, a kind of coal is devised
Ore deposit Floor Heave in Roadway amount automated watch-keeping facility, can uninterruptedly monitor Floor Heave in Roadway amount for a long time, simple to operate.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of coal mine roadway pucking amount self-operated measuring unit, side
Assistant engineer's journey survey crew easily measures Floor Heave in Roadway amount very much, is conducive to them to understand the displacement rule of roadway floor,
For the supporting and improvement of roadway floor provide some foundations.
Concrete technical scheme of the present utility model is:A kind of coal mine roadway pucking amount automated watch-keeping facility, including fixing pipe,
Pull rope, measuring mechanism, fixing pipe are vertically arranged hollow tube, and its top is evenly distributed with some horizontal cloth along its outer wall
The branch pipe put, the branch pipe is the hollow tube of inner space fixing pipe;
Along being provided with measuring mechanism in branch pipe outer end, the measuring mechanism includes roll shaft, the encoder that is connected with each other and automatic
Monitor, roll shaft is column, and its outer wall is correspondingly provided with the spiral shell type groove equidistantly extended along its axis;The roll shaft is secondary horizontal by rotating
To being assemblied on branch pipe wall, roll shaft wherein one end correspondence is equipped with encoder;Correspondence after pull rope wherein one end connection ratchet
Through fixing tube cavity and stretching to roll shaft, the pull rope correspondence is wrapped in roll shaft spiral shell type groove, and branch pipe is stretched out in pull rope end
Correspond to afterwards and be connected on tensioning apparatus.
Fixing pipe is connected in tunnel bottom, and the tunnel bottom correspondence fixing pipe axis is provided with ratchet accepting hole;Ratchet bag
Pawl body and ratchet are included, some ratchet correspondences are hinged on pawl body middle part, and pawl body upper surface, institute are stretched out in ratchet upper end
State adjacent two ratchets end correspondence and be connected with spring first;Tunnel bottom correspondence fixing pipe is provided with concrete pier body.
Routine includes source element, data processing unit, the memory cell of correspondence connection;The branch pipe quantity is
4, the fixed pulley near fixing pipe is provided with inside branch pipe;The tensioning apparatus is plummet, or the tensioning apparatus is spring
Second, branch pipe outer face is corresponding with fixing pipe top to be equipped with sealing shroud, and the pull rope passes through correspondence connecting spring after sealing shroud
Second, spring second bottom correspondence is connected to tunnel bottom;It is interference fit between the sealing shroud and pull rope.
Beneficial effect:Device code device, real-time monitoring is carried out by the encoder roll shaft anglec of rotation, disposable to install this
Encoders monitor signal can be received by routine after device, and data analysis is carried out by data processing unit and draw roller
The axle anglec of rotation, the pull rope shift length that swaps out is become according to the roll shaft anglec of rotation, so as to change change out Floor Heave in Roadway amount, and is led to
Crossing memory cell carries out data storage, largely reduces survey crew and goes into the well number of times, while also reducing roadway surrounding rock
The risk that Zona transformans comes, calls when data need, and a people just can complete entirely to measure work, significantly reduce measurement people
The labour intensity and workload of member.The defect institute band of human factor and traditional measurement instrument itself is also at utmost avoided simultaneously
The error problem for coming, precision is greatly improved;Present apparatus occupancy lane space is small, facilitates the transport of pedestrian, equipment.
Brief description of the drawings
Fig. 1 is present apparatus structure diagram;
Fig. 2 is present apparatus diagrammatic top view;
Fig. 3 uses sketch for the present apparatus;
Fig. 4 is that measuring mechanism installs sketch;
Fig. 5 is pawl structures sketch;
Fig. 6 is the structure diagram of embodiment two.
1 fixing pipe, 2 branch pipes, 3 roll shafts, 4 spring second, 5 fixed pulleys, 6 pull ropes, 7 plummets, 8 ratchets, 9 concrete piers in figure
Body, 10 supports, 11 spring first, 12 routines, 13 encoders, 14 sealing shrouds, 15 ratchets.
Specific embodiment
A kind of coal mine roadway pucking amount automated watch-keeping facility of embodiment one, referring to Fig. 1-5:Including fixing pipe, pull rope,
Measuring mechanism, fixing pipe is vertically arranged hollow tube, and its top is evenly distributed with the branch of some lateral arrangements along its outer wall
Pipe, the branch pipe is the hollow tube of inner space fixing pipe;
Along measuring mechanism is provided with branch pipe outer end, the measuring mechanism includes roll shaft and routine, and roll shaft is column,
Its outer wall is correspondingly provided with the spiral shell type groove equidistantly extended along its axis;Branch pipe wall is provided with metal suspension ring near measuring mechanism inner side,
The roll shaft is secondary connected by rotating, and its one end is connected on metal suspension ring by after connecting line correspondence connection routine;
Correspondence is through fixed tube cavity and stretches to metal suspension ring after pull rope wherein one end connection ratchet, after pull rope passes through metal suspension ring
Correspondence is wrapped in roll shaft spiral shell type groove, and correspondence is connected on tensioning apparatus after branch pipe is stretched out in the pull rope end.
Fixing pipe is connected in tunnel bottom, and the tunnel bottom correspondence fixing pipe axis is provided with ratchet accepting hole;Ratchet bag
Pawl body and ratchet are included, some ratchet correspondences are hinged on pawl body middle part, and pawl body upper surface, institute are stretched out in ratchet upper end
State adjacent two ratchets end correspondence and be connected with spring first;Tunnel bottom correspondence fixing pipe is provided with concrete pier body.
Routine includes source element, current detector, data processing unit, the memory cell of correspondence connection;Gold
Category suspension ring are connected in branch pipe wall top;The branch pipe quantity is 4, and the fixed pulley near fixing pipe is provided with inside branch pipe.
Roll shaft two ends are connected with support by rotating pair, and the support is connected on branch pipe wall;Stent side portion is fixed with
The brush of correspondence roll shaft, the routine correspondence is connected on brush;Correspondence is connected to after branch pipe is stretched out in pull rope end
On plummet.
Device code device, real-time monitoring is carried out by the encoder roll shaft anglec of rotation, disposable to install meeting after the present apparatus
Encoders monitor signal is received by routine, and data analysis is carried out by data processing unit and draw the roll shaft anglec of rotation
Degree, the pull rope shift length that swaps out is become according to the roll shaft anglec of rotation, so that change Floor Heave in Roadway amount of changing out, and it is single by storing
Unit carries out data storage, largely reduces survey crew and goes into the well number of times, while also reduce deformation of the surrounding rock in tunnel bringing
Risk, called when data need, people just can complete entirely to measure work, significantly reduce the work of survey crew
Intensity and workload.The error that human factor is brought with the traditional measurement instrument defect of itself is also at utmost avoided simultaneously
Problem, precision is greatly improved;Present apparatus occupancy lane space is small, facilitates the transport of pedestrian, equipment.
The place that fixing pipe is contacted with tunnel bottom, has poured concrete pier body, serves the effect of stably measured device,
Improve the accuracy of measurement data.
Helical spring is installed additional on ratchet, when it fills in ratchet accepting hole, spring is in compressive state;When having placed
Ratchet side wall ratchet is contacted with ratchet accepting hole inwall after finishing, and now spring can give ratchet certain active force, allow it more
Good embedded ratchet accepting hole inwall, enhances the stability of device.
The present embodiment of embodiment two is essentially identical with above-mentioned implementation method, and difference is branch pipe outer face and fixation
Pipe top correspondence is equipped with sealing shroud, and correspondence connecting spring second after the steel wire penetrating sealing shroud, spring second bottom correspondence connects
It is connected on tunnel bottom;It is interference fit between the sealing shroud and steel wire rope, referring to Fig. 6:Using sealing shroud to present apparatus inner chamber
Sealed, it is to avoid during methane gas overrich in coal mine roadway, routine ignites methane gas and the blast coal that produces
Ore deposit accident;It is interference fit between sealing shroud and steel wire rope, while ensureing that steel wire rope can do relative slip through sealing shroud,
It is greatly possible to prevent methane gas to stretch into inside branch pipe;Spring second is set and provides reset pulling force to steel wire rope, it is to avoid steel wire
Reset capability is not enough in use for rope.
The use step of the present apparatus is:
1)The ratchet accepting hole of depth 2000mm is bored in roadway floor using swinging jumbolter, bit diameter is 28mm;
2)Ratchet is pushed successively in the ratchet accepting hole accomplished fluently in advance, each clamping close device pushes the depth of ratchet accepting hole
Degree is all different, can so measure the pucking amount of roadway floor different depth, and the determination to last Floor Heave in Roadway amount is provided
More sufficient data.Will be according to order during clamping close device is pushed, can not be chaotic, ratchet be able to will finally be housed with ratchet
Hole inwall is caught well;
The other end of pull rope passes through fix bar, by being connected to tensioning apparatus after roll shaft, the ratchet correspondence is connected
Pull rope by tensioning apparatus effect stretch tight, have certain tension force.
3)The encoder and routine being connected with each other are set, after encoder detects roll shaft to be rotated, electric current is produced;
When roadway floor occurs pucking, fix bar produces displacement with respect to ratchet, now pull rope will under tension and with respect to roll shaft
Generation change in location, because pull rope is in spiral shell type groove all the time, pull rope band action roller shaft is relatively rotated, and now encoder is produced
Current signal;
Routine changes according to electric current in accessing circuit, and data processing unit produces electric current letter according to encoder
Number the roll shaft anglec of rotation is drawn, because spiral shell type groove equidistantly extends along roll shaft axis, data processing unit and then extrapolate pull rope
With respect to the movable length of roll shaft, the length of pull rope movement had both been Floor Heave in Roadway amount, and these data can unit records
Get off, it is necessary to when directly invoke.
The device can be monitored and data storage automatically, it is not necessary to which survey crew frequently goes into the well observation, easy to operate, time saving
It is laborsaving.
Claims (8)
1. a kind of coal mine roadway pucking amount automated watch-keeping facility, including fixing pipe, pull rope, measuring mechanism, it is characterized in that:It is fixed
It is vertically arranged hollow tube to manage, and its top is evenly distributed with the branch pipe of some lateral arrangements along its outer wall, and the branch pipe is
The hollow tube of inner space fixing pipe;
Along measuring mechanism is provided with branch pipe outer end, the measuring mechanism includes roll shaft, the encoder of interconnection and automatic monitoring
Device, roll shaft is column, and its outer wall is correspondingly provided with the spiral shell type groove equidistantly extended along its axis;The roll shaft is by rotating secondary laterally dress
Fit on branch pipe wall, roll shaft wherein one end correspondence is equipped with encoder;Pull rope wherein one end connection ratchet after correspondence through
Fixed tube cavity simultaneously stretches to roll shaft, and the pull rope correspondence is wrapped in roll shaft spiral shell type groove, and pull rope end is stretched out right after branch pipe
Should be connected on tensioning apparatus.
2. coal mine roadway pucking amount automated watch-keeping facility according to claim 1, it is characterized in that:Fixing pipe is connected in tunnel bottom
Portion, the tunnel bottom correspondence fixing pipe axis is provided with ratchet accepting hole.
3. coal mine roadway pucking amount automated watch-keeping facility according to claim 2, it is characterized in that:Ratchet include pawl body and
Ratchet, some ratchet correspondences are hinged on pawl body middle part, and pawl body upper surface, adjacent two ratchet are stretched out in ratchet upper end
End correspondence is connected with spring first.
4. coal mine roadway pucking amount automated watch-keeping facility according to claim 2, it is characterized in that:Tunnel bottom correspondence fixing pipe
It is provided with concrete pier body.
5. coal mine roadway pucking amount automated watch-keeping facility according to claim 1, it is characterized in that:Routine includes correspondence
The source element of connection, data processing unit, memory cell.
6. coal mine roadway pucking amount automated watch-keeping facility according to claim 1, it is characterized in that:The branch pipe quantity is 4,
The fixed pulley near fixing pipe is provided with inside branch pipe.
7. coal mine roadway pucking amount automated watch-keeping facility according to claim 1, it is characterized in that:The tensioning apparatus is lead
Hammer.
8. coal mine roadway pucking amount automated watch-keeping facility according to claim 1, it is characterized in that:The tensioning apparatus is spring
Second, branch pipe outer face is corresponding with fixing pipe top to be equipped with sealing shroud, and the pull rope passes through correspondence connecting spring after sealing shroud
Second, spring second bottom correspondence is connected to tunnel bottom;It is interference fit between the sealing shroud and pull rope.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621429491.2U CN206300603U (en) | 2016-12-25 | 2016-12-25 | Coal mine roadway pucking amount automated watch-keeping facility |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621429491.2U CN206300603U (en) | 2016-12-25 | 2016-12-25 | Coal mine roadway pucking amount automated watch-keeping facility |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206300603U true CN206300603U (en) | 2017-07-04 |
Family
ID=59204063
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201621429491.2U Expired - Fee Related CN206300603U (en) | 2016-12-25 | 2016-12-25 | Coal mine roadway pucking amount automated watch-keeping facility |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206300603U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107560590A (en) * | 2017-09-21 | 2018-01-09 | 中国矿业大学(北京) | A kind of mobile coal rock mass deformation monitoring system and its monitoring method |
CN109823724A (en) * | 2019-01-30 | 2019-05-31 | 郑州德凯科技有限公司 | A kind of automatic packaging device based on intelligent dustbin |
CN110095093A (en) * | 2019-04-30 | 2019-08-06 | 东华理工大学 | A kind of Floor Heave in Roadway amount automonitor |
CN112033276A (en) * | 2020-09-10 | 2020-12-04 | 刘梦 | Roadway deformation monitoring device |
-
2016
- 2016-12-25 CN CN201621429491.2U patent/CN206300603U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107560590A (en) * | 2017-09-21 | 2018-01-09 | 中国矿业大学(北京) | A kind of mobile coal rock mass deformation monitoring system and its monitoring method |
CN109823724A (en) * | 2019-01-30 | 2019-05-31 | 郑州德凯科技有限公司 | A kind of automatic packaging device based on intelligent dustbin |
CN110095093A (en) * | 2019-04-30 | 2019-08-06 | 东华理工大学 | A kind of Floor Heave in Roadway amount automonitor |
CN110095093B (en) * | 2019-04-30 | 2021-08-17 | 东华理工大学 | Automatic monitor for roadway floor heave amount |
CN112033276A (en) * | 2020-09-10 | 2020-12-04 | 刘梦 | Roadway deformation monitoring device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN206300603U (en) | Coal mine roadway pucking amount automated watch-keeping facility | |
CN106401651A (en) | Total-tunnel total-process full-section surface deformation monitoring device and method | |
CN106382116B (en) | Back lithological composition surveys device and method with probing | |
CN105974056B (en) | Tunnel water bursting disaster precursor information monitoring model pilot system and test method | |
CN109653800B (en) | Composite power disaster monitoring and early warning system and method for deep water-rich overburden thick coal seam mining | |
CN107238458A (en) | Dry hole relief valve and hydrofracturing detecting earth stress device | |
CN111456723B (en) | One-hole dual-purpose method for overburden three-zone detection and rock stratum movement monitoring | |
CN103063335B (en) | Three-dimensional geological survey testing method of deep portion crustal stress based on loading monitoring data | |
CN203337138U (en) | Traction auxiliary device of horizontal inclinometer | |
CN109269955B (en) | In-situ testing device and method for permeability of coal stratum | |
CN210396723U (en) | Gas pressure measuring device for double-hole pressure measurement | |
CN105952487B (en) | The device of broken swollen degree and stability inside and outside a kind of analysis deep weak surrounding rock anchoring body | |
CN203011346U (en) | Large-displacement flexible monitoring system for deep part of landslide | |
CN110439463A (en) | Mined-out Area control injected hole pore-creating technique | |
CN206740531U (en) | The vertical side friction test machine people of in-situ three-dimensional dead load under ground body opening | |
CN206905955U (en) | Dry hole relief valve and hydrofracturing detecting earth stress device | |
CN208155283U (en) | A kind of digital display type back sinking detector | |
CN105486353B (en) | A kind of rock cranny water integrated information sensor and application method | |
CN114705126B (en) | Deep goaf optical fiber construction guiding device, process and full stratum monitoring method | |
CN116045775A (en) | Down large-diameter blast hole depth measuring device and application method thereof | |
CN207423048U (en) | Method of tension wire alignment measuring device | |
CN201935655U (en) | Simple layer separation instrument | |
CN204313824U (en) | Horizontal double-deformation monitoring system | |
CN109631835A (en) | A kind of tunnel is met head on the vertical deflection monitoring device in empty top zone and method | |
CN214194569U (en) | Building foundation pit inner and outer supporting structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170704 Termination date: 20181225 |
|
CF01 | Termination of patent right due to non-payment of annual fee |