CN106121727A - A kind of deep tunnel bolt-mesh-anchor support condition monitoring system and method - Google Patents
A kind of deep tunnel bolt-mesh-anchor support condition monitoring system and method Download PDFInfo
- Publication number
- CN106121727A CN106121727A CN201610703155.0A CN201610703155A CN106121727A CN 106121727 A CN106121727 A CN 106121727A CN 201610703155 A CN201610703155 A CN 201610703155A CN 106121727 A CN106121727 A CN 106121727A
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- Prior art keywords
- mesh
- anchor support
- deep tunnel
- tunnel bolt
- bolt
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- 238000012544 monitoring process Methods 0.000 title claims abstract description 19
- 238000000034 method Methods 0.000 title claims abstract description 11
- 238000005094 computer simulation Methods 0.000 claims abstract description 6
- 238000004088 simulation Methods 0.000 claims abstract description 6
- 230000002159 abnormal effect Effects 0.000 claims abstract description 4
- 238000007405 data analysis Methods 0.000 claims abstract description 4
- 230000000007 visual effect Effects 0.000 claims description 6
- 238000004364 calculation method Methods 0.000 claims description 2
- 238000005065 mining Methods 0.000 description 3
- 229910052500 inorganic mineral Inorganic materials 0.000 description 2
- 239000011707 mineral Substances 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
- E21F17/18—Special adaptations of signalling or alarm devices
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Testing Or Calibration Of Command Recording Devices (AREA)
Abstract
A kind of deep tunnel bolt-mesh-anchor support condition monitoring system and method, belong to miner's technical field of safety protection；Including the computer module for digital simulation and data analysis, for detecting the sensor assembly of deep tunnel bolt-mesh-anchor support state, for storing data memory module and the alarm module of computer simulation data；Method includes: install pressure transducer, wind sensor and temperature sensor；Sensor assembly Real-time Collection deep tunnel bolt-mesh-anchor support status data；Computer simulation deep tunnel bolt-mesh-anchor support state also calculates deep tunnel bolt-mesh-anchor support security intensity, if security intensity occurs abnormal, taking alarm by alarm module.The present invention is by being acquired deep tunnel bolt-mesh-anchor support internal data, and the protection situation of real-time Simulation deep tunnel bolt-mesh-anchor support, unusual circumstance immediately passes through alarm module and sends signal, the safety of real-time guard people；System structure is simple, easy to use.
Description
Technical field
The invention belongs to miner's technical field of safety protection, be specifically related to a kind of deep tunnel bolt-mesh-anchor support condition monitoring
System and method.
Background technology
Along with economic fast development, day by day increasing the demand of the energy, the scale of exploitation of mineral resources constantly expands, superficial part
Easily the mineral resources of exploitation are the most exhausted, and underground mine is inexorable trend to deep mining, and the deep mining of mine gives mining band
Carry out a series of new problems, such as press increases, Tunnel Pressure greatly, rock deformation significantly increases.
Summary of the invention
The deficiency existed for prior art, the present invention provide a kind of deep tunnel bolt-mesh-anchor support condition monitoring system and
Method.
Technical scheme:
A kind of deep tunnel bolt-mesh-anchor support condition monitoring system, including:
For digital simulation and the computer module of data analysis, it is used for detecting the biography of deep tunnel bolt-mesh-anchor support state
Sensor module, for storing data memory module and the alarm module of computer simulation data；
Described sensor assembly, data memory module and alarm module are all connected with computer module.
Described sensor assembly includes: pressure transducer, wind sensor and temperature sensor；Pressure transducer is arranged on
Deep tunnel bolt-mesh-anchor support is with on the outer wall of hole, ore deposit, and wind sensor is arranged on the inner side of deep tunnel bolt-mesh-anchor support, temperature
Sensor is arranged on the inner side of deep tunnel bolt-mesh-anchor support, the output of pressure transducer, wind sensor and temperature sensor
End is all connected with computer module by data wire.
Described alarm module include voice guard and visual alarm, voice guard and visual alarm respectively with meter
Calculation machine module connects.
Utilize the deep tunnel bolt-mesh-anchor support method for monitoring state of deep tunnel bolt-mesh-anchor support condition monitoring system, its
It is characterised by, comprises the steps:
Step 1: pressure transducer is installed to deep tunnel bolt-mesh-anchor support and hole, ore deposit outer wall；Wind sensor and temperature
Sensor is installed to the inner side of deep tunnel bolt-mesh-anchor support；
Step 2: sensor assembly Real-time Collection deep tunnel bolt-mesh-anchor support status data is also sent to computer；
Step 3: computer receives the data that sensor assembly sends, simulates deep tunnel bolt-mesh-anchor support state, by mould
Intend result and be sent to data memory module；
Step 4: computer calculates deep tunnel bolt-mesh-anchor support security intensity according to analog result data, if safety is strong
Degree occurs abnormal, sends security intensity unexpected message to alarm module；Otherwise, step 2 is performed；
Step 5: alarm module receives security intensity unexpected message, and reports to the police.
Beneficial effect: a kind of deep tunnel bolt-mesh-anchor support condition monitoring system and method compared with prior art, have
Following advantage:
(1) by deep tunnel bolt-mesh-anchor support internal data is acquired, in real time by lane, computer simulation deep
The protection situation of road bolt-mesh-anchor support, is stored in data in the memory module of internal system, and unusual circumstance immediately passes through report
Alert module sends signal, the safety of real-time guard people；
(2) system structure is simple, easy to use.
Accompanying drawing explanation
Fig. 1 is a kind of deep tunnel bolt-mesh-anchor support condition monitoring system structural representation of one embodiment of the present invention
Figure, 1 computer module, 2 sensor assemblies, 3 data memory modules, 4 alarm modules；
Fig. 2 is a kind of deep tunnel bolt-mesh-anchor support method for monitoring state flow chart of one embodiment of the present invention.
Detailed description of the invention
Below in conjunction with the accompanying drawings one embodiment of the present invention is elaborated.
In present embodiment, as it is shown in figure 1, a kind of deep tunnel bolt-mesh-anchor support condition monitoring system, including:
For the computer module 1 of digital simulation and data analysis, for detecting deep tunnel bolt-mesh-anchor support state
Sensor assembly 2, for storing data memory module 3 and the alarm module 4 of computer simulation data.
Described sensor assembly 2, data memory module 3 and alarm module 4 are all connected with computer module 1.
Described sensor assembly 2 includes: pressure transducer, wind sensor and temperature sensor；Pressure transducer is arranged
On deep tunnel bolt-mesh-anchor support with hole, ore deposit outer wall, wind sensor is arranged on the inner side of deep tunnel bolt-mesh-anchor support, temperature
Degree sensor is arranged on the inner side of deep tunnel bolt-mesh-anchor support, pressure transducer, wind sensor and temperature sensor defeated
Go out end to be all connected with computer module by data wire.
Described alarm module 4 include voice guard and visual alarm, voice guard and visual alarm respectively with
Computer module connects.
Utilize the deep tunnel bolt-mesh-anchor support method for monitoring state of deep tunnel bolt-mesh-anchor support condition monitoring system, as
Shown in Fig. 2, comprise the steps:
Step 1: pressure transducer is installed to deep tunnel bolt-mesh-anchor support and hole, ore deposit outer wall；Wind sensor and temperature
Sensor is installed to the inner side of deep tunnel bolt-mesh-anchor support；
Step 2: sensor assembly Real-time Collection deep tunnel bolt-mesh-anchor support status data is also sent to computer；
Step 3: computer receives the data that sensor assembly sends, simulates deep tunnel bolt-mesh-anchor support state, by mould
Intend result and be sent to data memory module；
Step 4: computer calculates deep tunnel bolt-mesh-anchor support security intensity according to analog result data, if safety is strong
Degree occurs abnormal, sends security intensity unexpected message to alarm module；Otherwise, step 2 is performed；
Step 5: alarm module receives security intensity unexpected message, and reports to the police.
Claims (4)
1. a deep tunnel bolt-mesh-anchor support condition monitoring system, it is characterised in that including:
For digital simulation and the computer module of data analysis, it is used for detecting the sensor of deep tunnel bolt-mesh-anchor support state
Module, for storing data memory module and the alarm module of computer simulation data；
Described sensor assembly, data memory module and alarm module are all connected with computer module.
Deep tunnel bolt-mesh-anchor support condition monitoring system the most according to claim 1, it is characterised in that described sensor
Module includes: pressure transducer, wind sensor and temperature sensor；Pressure transducer is arranged on deep tunnel bolt-mesh-anchor support
With on the outer wall of hole, ore deposit, wind sensor is arranged on the inner side of deep tunnel bolt-mesh-anchor support, and temperature sensor is arranged on lane, deep
The inner side of road bolt-mesh-anchor support, the outfan of pressure transducer, wind sensor and temperature sensor is all by data wire and meter
Calculation machine module is connected.
Deep tunnel bolt-mesh-anchor support condition monitoring system the most according to claim 1, it is characterised in that described warning mould
Block includes that voice guard and visual alarm, voice guard and visual alarm are connected with computer module respectively.
4. utilize the deep tunnel bolt-mesh-anchor support shape of deep tunnel bolt-mesh-anchor support condition monitoring system described in claim 1
State monitoring method, it is characterised in that comprise the steps:
Step 1: pressure transducer is installed to deep tunnel bolt-mesh-anchor support and hole, ore deposit outer wall；Wind sensor and temperature sensing
Device is installed to the inner side of deep tunnel bolt-mesh-anchor support；
Step 2: sensor assembly Real-time Collection deep tunnel bolt-mesh-anchor support status data is also sent to computer；
Step 3: computer receives the data that sensor assembly sends, simulates deep tunnel bolt-mesh-anchor support state, and will simulation
Result is sent to data memory module；
Step 4: computer calculates deep tunnel bolt-mesh-anchor support security intensity according to analog result data, if security intensity goes out
Now abnormal, send security intensity unexpected message to alarm module；Otherwise, step 2 is performed；
Step 5: alarm module receives security intensity unexpected message, and reports to the police.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610703155.0A CN106121727A (en) | 2016-08-23 | 2016-08-23 | A kind of deep tunnel bolt-mesh-anchor support condition monitoring system and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610703155.0A CN106121727A (en) | 2016-08-23 | 2016-08-23 | A kind of deep tunnel bolt-mesh-anchor support condition monitoring system and method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106121727A true CN106121727A (en) | 2016-11-16 |
Family
ID=57279994
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610703155.0A Pending CN106121727A (en) | 2016-08-23 | 2016-08-23 | A kind of deep tunnel bolt-mesh-anchor support condition monitoring system and method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106121727A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202090952U (en) * | 2011-04-22 | 2011-12-28 | 江苏三恒科技集团有限公司 | Device for monitoring stress of mine support anchor rods or anchor cables |
| CN202883017U (en) * | 2012-11-09 | 2013-04-17 | 山西潞安环保能源开发股份有限公司 | Online monitoring and pre-warning system for coal mine anchor cable stress |
| CN103835758A (en) * | 2012-11-21 | 2014-06-04 | 西安众智惠泽光电科技有限公司 | Support state monitoring terminal for roadway support structure |
| CN103835757A (en) * | 2012-11-21 | 2014-06-04 | 西安众智惠泽光电科技有限公司 | Support stability estimating system for roadway support structure |
| CN204082218U (en) * | 2014-09-09 | 2015-01-07 | 华北科技学院 | A kind of coal mine downhole mine pressure monitoring system |
| CN105089688A (en) * | 2015-08-06 | 2015-11-25 | 安徽福淮矿山科技有限公司 | Support work condition monitoring method |
-
2016
- 2016-08-23 CN CN201610703155.0A patent/CN106121727A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202090952U (en) * | 2011-04-22 | 2011-12-28 | 江苏三恒科技集团有限公司 | Device for monitoring stress of mine support anchor rods or anchor cables |
| CN202883017U (en) * | 2012-11-09 | 2013-04-17 | 山西潞安环保能源开发股份有限公司 | Online monitoring and pre-warning system for coal mine anchor cable stress |
| CN103835758A (en) * | 2012-11-21 | 2014-06-04 | 西安众智惠泽光电科技有限公司 | Support state monitoring terminal for roadway support structure |
| CN103835757A (en) * | 2012-11-21 | 2014-06-04 | 西安众智惠泽光电科技有限公司 | Support stability estimating system for roadway support structure |
| CN204082218U (en) * | 2014-09-09 | 2015-01-07 | 华北科技学院 | A kind of coal mine downhole mine pressure monitoring system |
| CN105089688A (en) * | 2015-08-06 | 2015-11-25 | 安徽福淮矿山科技有限公司 | Support work condition monitoring method |
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| C06 | Publication | ||
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| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161116 |
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| RJ01 | Rejection of invention patent application after publication |