AU2020103412A4 - A non-interference automatic monitoring instrument for roadway surface displacement - Google Patents
A non-interference automatic monitoring instrument for roadway surface displacement Download PDFInfo
- Publication number
- AU2020103412A4 AU2020103412A4 AU2020103412A AU2020103412A AU2020103412A4 AU 2020103412 A4 AU2020103412 A4 AU 2020103412A4 AU 2020103412 A AU2020103412 A AU 2020103412A AU 2020103412 A AU2020103412 A AU 2020103412A AU 2020103412 A4 AU2020103412 A4 AU 2020103412A4
- Authority
- AU
- Australia
- Prior art keywords
- steel pipe
- monitoring instrument
- wire rope
- automatic monitoring
- roadway surface
- 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.)
- Ceased
Links
- 238000006073 displacement reaction Methods 0.000 title claims abstract description 34
- 238000012544 monitoring process Methods 0.000 title claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 49
- 239000010959 steel Substances 0.000 claims abstract description 49
- 239000007787 solid Substances 0.000 claims abstract description 10
- 238000010586 diagram Methods 0.000 claims abstract description 5
- 238000009434 installation Methods 0.000 claims description 6
- 238000005259 measurement Methods 0.000 claims description 3
- 238000004458 analytical method Methods 0.000 abstract description 3
- 238000012545 processing Methods 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 description 6
- 239000011435 rock Substances 0.000 description 6
- 238000005065 mining Methods 0.000 description 4
- 239000003245 coal Substances 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229910052755 nonmetal Inorganic materials 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 238000009423 ventilation Methods 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
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
- G01B11/02—Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
- G01B11/02—Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness
- G01B11/04—Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness specially adapted for measuring length or width of objects while moving
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
- G01B21/02—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring length, width, or thickness
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
- G01B21/02—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring length, width, or thickness
- G01B21/06—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring length, width, or thickness specially adapted for measuring length or width of objects while moving
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B5/00—Measuring arrangements characterised by the use of mechanical techniques
- G01B5/14—Measuring arrangements characterised by the use of mechanical techniques for measuring distance or clearance between spaced objects or spaced apertures
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C7/00—Tracing profiles
- G01C7/02—Tracing profiles of land surfaces
- G01C7/04—Tracing profiles of land surfaces involving a vehicle which moves along the profile to be traced
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C7/00—Tracing profiles
- G01C7/06—Tracing profiles of cavities, e.g. tunnels
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Multimedia (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Length Measuring Devices By Optical Means (AREA)
Abstract
The invention discloses an automatic monitoring instrument for roadway surface
displacement without interference. One end of a steel wire rope is fixed on the tail of
an inner rod of an end sensor, and the other end is fixed on a spring. Rotating pulleys
with grooves are installed at the end joints and the connector. The steel pipe is a
telescopic steel pipe. The horizontal steel pipe and the sleeve are connected by the end
joint. The horizontal and vertical steel pipes are connected by the connector. The inner
pipe is evenly installed with annular holes. The vertical steel pipe is fixed on the solid
rod by fixing bolts. The automatic recorder continuously monitors the displacement L
of the measured position, that is the elongation of the spring, and saves it as data for
collection by the collector. The invention is economical, recyclable, convenient for
underground maintenance, avoids interference of personnel, mine cars, and belts
passing through the tunnel to measuring instruments, and collects data quickly and
conveniently, which is convenient for continuous processing and analysis.
-1/1
1Fi. 3 112 59
8 '7
6
10
4 1-'l3
12
Fig. I
A structural schematic diagram of the non-interference automatic monitoring instrument
for roadway surface displacement of the present invention
Description
-1/1
31Fi. 112 59 8 '7 6 10 4 1-'l3 12
Fig. I
A structural schematic diagram of the non-interference automatic monitoring instrument
for roadway surface displacement of the present invention
PATENTS ACT 1990
The invention is described in the following statement:-
A non-interference automatic monitoring instrument for roadway surface
displacement
The present invention pertains to the technical field of instruments and meters, and relates
to the mining equipment, especially a roadway surface displacement monitor.
In recent years, as the mining depth continues to increase in the mining industry, the
pressure on the mines has become particularly obvious. Accidents such as roof fall,
roadway deformation, and rock bursts have occurred from time to time, which have
become important factors affecting the safe production of minerals. As the main
component of the mine production system, the roadway is responsible for the normal
production, transportation, ventilation and pedestrian tasks of the entire mine. Therefore,
the relative stability of the surrounding rock of the roadway during the entire life cycle is
of great significance to ensure safe and efficient production.
For this reason, it is necessary to continuously and stably monitor the deformation of the
surrounding rock of the roadway, so as to take timely measures to avoid accidents such as
layer separation and roof fall.
At present, most coal mines use manual methods to measure surface displacements.
Marks are made in advance, and the distance between two markers is measured regularly with a tape measure to provide basic data for analyzing the law of surrounding rock movement. However, there are disadvantages such as large workload, discontinuous data, and small data volume. There are also mechanical and electronic instruments, such as the
KBU1O1-200 top and bottom plate approaching dynamic alarm instrument produced by
Shandong, Yuluoka Mining Safety Engineering Co., Ltd., which extends the approaching
dynamic alarm instrument to a suitable length and then let it be supported vertically
between the top and bottom plates to be monitored. After the instrument is started, the
displacement of the top and bottom plates is monitored in real time, and the data is stored
in the instrument. However, the dynamic alarm is always supported between the roof and
the floor, which brings inconvenience to people and vehicles passing through the
roadway.
Some scholars have also proposed the use of laser ranging technology to monitor the
approach of the top and bottom plates. However, the walk of people and mine cars in the
roadway interfere with the sensors, resulting in intermittent measured data, which is not
conducive to data processing and analysis. For this reason, the present invention provides
a non-interference automatic monitoring instrument for roadway surface displacement,
which can separately monitor the amount of roadway roof subsidence and floor heave
volume, as well as the displacement of the two sides of the roadway.
The technical problem to be solved by the present invention is to provide a way to
monitor the surface displacement of the roadway without interference in the roadway,
which is used to monitor the changes in the displacement of the rock strata in coal mines, metal mines, and non-metal mines, and monitor the subsidence of the roof of the roadway and the bottom heave of the floor or the displacement of the two sides of the roadway.
The technical scheme of the present invention is as follows:
An automatic monitoring instrument for roadway surface displacement without
interference includes an end sensors, wire ropes, sleeves, springs, horizontal steel pipes,
vertical steel pipes, connectors, end joints, rotating pulleys, fixing bolts, annular holes,
fixed solid rod and automatic recorder.
One end of the steel wire rope is fixed to the tail of the inner rod of the end sensor, and
the other end is fixed to the spring. Rotating pulleys with grooves are installed at the end
joints and connectors. The steel pipe is a telescopic steel pipe. The horizontal steel pipe
and the sleeve are connected by the end joint. The horizontal and vertical steel pipes are
connected by the connector. The inside of the steel pipe is evenly installed with annular
holes. The vertical steel pipe is fixed on the solid rod by fixing bolts. The automatic
recorder continuously monitors the displacement L of the measured position, that is, the
elongation of the spring, and saves it as data for collection by the collector.
Further, the automatic recorder is an LED digital display instrument and the measured
displacement is the elongation of the spring with a measurement resolution of 0.1 mm.
The end sensor is stably fixed on the surface of the road wall.
The extension range of the wire rope tail spring is 0-500mm after installation, and the
wire rope is in a straightened state after installation.
There is a groove in the middle of the rotating pulley, the width of which is slightly larger
than the diameter of the wire rope; the inner diameter of the annular hole is slightly larger
than the diameter of the wire rope, and the outer diameter is the same as the inner
diameter of the steel pipe.
The steel pipe is a telescopic arrangement, divided into inner and outer steel pipes,
connected by internal pipe threads, and can be adjusted in time according to the width
and height of the roadway.
The effects and benefits of the present invention are as follows.
(1) The roadway surface displacement non-interference monitor has a simple structure
and is convenient to use. It is used in coal mines, metal mines, and non-metal mines to
monitor the changes in the displacement of the rock strata, and monitor the amount of
roadway roof subsidence, floor bottom heave, or monitor the displacement of both sides
of the roadway.
(2) The monitor is recyclable and convenient for downhole maintenance. It can collect
data quickly and conveniently, which is convenient for continuous processing and
analysis.
(3) The monitor has a wide application range, can be easily connected to the mine
pressure monitoring system, and can effectively avoid the occurrence of safety accidents
such as layer separation and roof fall during the mine production process.
Figure. 1 is a structural schematic diagram of the non-interference automatic monitoring
instrument for roadway surface displacement of the present invention.
Wherein, 1-end sensor, 2-steel wire rope, 3-sleeve, 4-spring, 5-transverse steel pipe, 6
vertical steel pipe, 7-connector, 8-end joint, 9 -rotating pulley, 10-fixed bolt, 11-annular
hole, 12-fixed solid rod, 13-automatic recorder.
The following will clearly and completely describe the technical solutions in the
embodiments of the present invention with reference to the accompanying figures in the
embodiments of the present invention. Obviously, the described embodiments are only a
part of the embodiments of the present invention, rather than all implementation example.
Based on the embodiments of the present invention, all other embodiments obtained by
those of ordinary skill in the art without creative work shall fall within the protection
scope of the present invention.
A non-interference automatic monitoring instrument for roadway surface displacement,
as shown in the accompanying drawings in the specification, end sensor (1), steel wire
rope (2), sleeve (3), spring (4), and transverse steel pipe (5) , Vertical steel pipe (6),
connector (7), end joint (8), rotating pulley (9), fixing bolt (10), annular hole (11), fixed
solid rod (12), automatic recorder ( 13).
Taking the monitoring of the sinking amount of the top plate as an example, the end
sensor (1) lowers the inner rod and drives the wire rope (2) fixed at the tail of the inner
rod to pull down; the wire rope end spring (4) pulls upward. At this time, the automatic recorder (13) automatically records the elongation of the spring, that is, the displacement
L of the measured position. The steel wire rope is installed with a grooved rotating pulley
(9) at the end interface (8) and the connector (7). The horizontal steel pipe (5) and the
vertical steel pipe (6) are evenly provided with annular holes (11), and the end of the steel
wire rope is tied with a stretched spring (4). These components ensure that the wire rope
is stretched and can be pulled, thereby ensuring the accuracy of the measured data. The
sleeve (3) and the horizontal steel pipe are connected by the end joint (8), the horizontal
steel pipe and the vertical steel pipe are connected by the connector (7), and the fixed
solid rod (12) is installed on the side of the road wall and the vertical steel pipe is bolted
(10) on the solid rod (12).
The end sensor (1) is stably fixed on the surface of the road wall.
The extension range of the wire rope tail spring is 0-500mm after installation, and the
wire rope is in a straightened state after installation.
There is a groove in the middle of the rotating pulley (9), the width of which is slightly
larger than the diameter of the wire rope; the inner diameter of the annular hole (11) is
slightly larger than the diameter of the wire rope, and the outer diameter is the same as
the inner diameter of the steel pipe.
The steel pipes are in telescopic arrangement, divided into inner and outer steel pipes,
connected by internal pipe threads, and can be adjusted in time according to the width
and height of the roadway.
The automatic recorder (13) is an LED digital display instrument, and the measured
displacement is the elongation of the spring, with a measurement resolution of 0.1 mm.
The figures in the specification are only used as schematic diagrams of the structure and
principle of the product, and the actual product structure and dimensions are subject to
the inventor's design and production drawings.
The above embodiments are only a description of the preferred embodiments of the
present invention, and do not limit the scope of the present invention. Without departing
from the design spirit of the present invention, those of ordinary skill in the art have made
various deformations and improvements, which should fall within the protection scope
determined by the claims of the present invention. The scope of the invention is defined
by the appended claims rather than the above description. Therefore, it is intended that all
changes falling within the meaning and scope of equivalent elements of the claims are
included in the present invention, and any reference signs in the claims should not be
used as limiting the claims involved.
Claims (6)
1. A non-interference automatic monitoring instrument for roadway surface
displacement includes an end sensor (1), steel wire rope (2), sleeve (3), spring (4),
transverse steel pipe (5), vertical steel pipe (6), connector (7), end joint (8), rotating
pulley (9), fixing bolt (10), annular hole (11), fixed solid rod (12), automatic recorder
(13). It is characterized in that the steel wire rope (2) is fixed at the tail of the inner rod of
the end sensor (1); the display center of the sleeve (3) is in the same straight line with the
center of the end sensor; the spring (4) is installed between the end of the wire rope (2)
and the end of the vertical steel pipe (6); the horizontal steel pipe (5) and the vertical steel
pipe (6) are telescopic steel pipes; the rotating pulley (9) is installed at the connector (7)
and the end joint (8); annular holes (11) ) are evenly distributed in the steel pipes; the
fixed solid rod (12) is installed on the side of the road wall, and the vertical steel pipe (6)
is fixed on the solid rod by a fixing bolt (10); the automatic recorder (13) continuously
monitors the displacement L of the measured position.
2. A non-interference automatic monitoring instrument for roadway surface
displacement according to claim 1, is characterized in that the end sensor (1) is stably
fixed on the surface of the roadway wall.
3. A non-interference automatic monitoring instrument for roadway surface
displacement according to claim 1, is characterized in that the horizontal steel pipe (5)
and the vertical steel pipe (6) are telescopically arranged, and are divided into inner and
outer steel pipes, which are rigidly connected by the internal thread of the pipe and can be
adjusted in time according to the width and height of the tunnel.
4. A non-interference automatic monitoring instrument for roadway surface
displacement according to claim 1, is characterized in that the automatic recorder (13) is
an LED digital display instrument, and the measured displacement is the elongation of
the spring, with a measurement resolution of 0.1mm.
5. A non-interference automatic monitoring instrument for roadway surface
displacement according to claim 1, is characterized in that there is a groove in the middle
of the rotating pulley (9), the width of which is slightly larger than the diameter of the
wire rope; the inner diameter of the annular hole (12) is slightly larger than the diameter
of the wire rope, and the outer diameter is the same as the inner diameter of the steel pipe.
6. A non-interference automatic monitoring instrument for roadway surface
displacement according to claim 1, is characterized in that the extension range of the wire
rope tail spring is 0-500mm after installation, and the wire rope is in a straightened state
after installation.
-1/1- 2020103412
Fig. 1
A structural schematic diagram of the non-interference automatic monitoring instrument
for roadway surface displacement of the present invention
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2020103412A AU2020103412A4 (en) | 2020-11-12 | 2020-11-12 | A non-interference automatic monitoring instrument for roadway surface displacement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2020103412A AU2020103412A4 (en) | 2020-11-12 | 2020-11-12 | A non-interference automatic monitoring instrument for roadway surface displacement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| AU2020103412A4 true AU2020103412A4 (en) | 2021-01-28 |
Family
ID=74192043
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| AU2020103412A Ceased AU2020103412A4 (en) | 2020-11-12 | 2020-11-12 | A non-interference automatic monitoring instrument for roadway surface displacement |
Country Status (1)
| Country | Link |
|---|---|
| AU (1) | AU2020103412A4 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114562975A (en) * | 2022-03-02 | 2022-05-31 | 沈明山 | Mechanical soil layer settlement layering measuring instrument |
| CN116717686A (en) * | 2023-08-10 | 2023-09-08 | 连云港鼎晟物联科技有限公司 | Air pollution monitoring equipment adjusted according to wind direction |
-
2020
- 2020-11-12 AU AU2020103412A patent/AU2020103412A4/en not_active Ceased
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114562975A (en) * | 2022-03-02 | 2022-05-31 | 沈明山 | Mechanical soil layer settlement layering measuring instrument |
| CN114562975B (en) * | 2022-03-02 | 2023-10-20 | 沈明山 | Mechanical soil layer settlement layering measuring instrument |
| CN116717686A (en) * | 2023-08-10 | 2023-09-08 | 连云港鼎晟物联科技有限公司 | Air pollution monitoring equipment adjusted according to wind direction |
| CN116717686B (en) * | 2023-08-10 | 2023-10-10 | 连云港鼎晟物联科技有限公司 | Air pollution monitoring equipment adjusted according to wind direction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FGI | Letters patent sealed or granted (innovation patent) | ||
| MK22 | Patent ceased section 143a(d), or expired - non payment of renewal fee or expiry |