CN107452267B - A kind of rock step circular arc landslide monitoring model - Google Patents
A kind of rock step circular arc landslide monitoring model Download PDFInfo
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- CN107452267B CN107452267B CN201710845375.1A CN201710845375A CN107452267B CN 107452267 B CN107452267 B CN 107452267B CN 201710845375 A CN201710845375 A CN 201710845375A CN 107452267 B CN107452267 B CN 107452267B
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- arc
- slip mass
- step circular
- monitoring model
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- G—PHYSICS
- G09—EDUCATION; CRYPTOGRAPHY; DISPLAY; ADVERTISING; SEALS
- G09B—EDUCATIONAL OR DEMONSTRATION APPLIANCES; APPLIANCES FOR TEACHING, OR COMMUNICATING WITH, THE BLIND, DEAF OR MUTE; MODELS; PLANETARIA; GLOBES; MAPS; DIAGRAMS
- G09B23/00—Models for scientific, medical, or mathematical purposes, e.g. full-sized devices for demonstration purposes
- G09B23/40—Models for scientific, medical, or mathematical purposes, e.g. full-sized devices for demonstration purposes for geology
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
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Abstract
The present invention provides a kind of rock step circular arc landslide monitoring model, including pedestal, shell, slip mass and drive system, the shell is set on the pedestal, an arc-shaped concave body is provided on the shell, arc track is equipped on the arc-shaped concave body, the slip mass bottom is arc-shaped and is slidably matched with the arc track, and the drive system can drive the slip mass to slide along the arc track.Rock step circular arc landslide monitoring model of the present invention is capable of the process of repetition rock step Circular, can be used in the scenes such as teaching demonstration.
Description
Technical field
The present invention relates to landslide monitoring technical fields, more particularly to a kind of rock step circular arc landslide monitoring model.
Background technique
Landslide refers to massif slope or Artificial Side-slope containing unstable Rock And Soil, by soil types, topography and geomorphology etc.
The combined influence of the external factor such as internal factor and mankind's activity and various vibrations, loses Equilibrium, under Gravitative Loads
The bad geological phenomenon of sliding is generated along slope along certain Weak face or weak band, part or all of Rock And Soil, is on the earth
A kind of geological disaster being widely present.The generation on landslide usually has the characteristics that sudden, high frequency, destructive, is current
The widest in area of the generally acknowledged second largest natural calamity for being only second to earthquake and facing mankind, destruction most heavy and time are longest
One of geological disaster.
It shows to come down and this process and all data of slip mass in process of landslides is intuitively analyzed to impart knowledge to students, need
It establishes landslide monitoring model and reappears process of landslides;Circular is very typical a kind of in landslide, and be there is no at present special
For monitoring the device of Circular.
Summary of the invention
The object of the present invention is to provide a kind of rock step circular arc landslide monitoring models, exist to solve the above-mentioned prior art
The problem of, it reappears the process of rock step Circular and realizes the monitoring to slip mass parameters.
To achieve the above object, the present invention provides following schemes: the present invention provides a kind of rock step Circular prison
Model is surveyed, including pedestal, shell, slip mass and drive system, the shell are set on the pedestal, are set up on the shell
Have an arc-shaped concave body, be equipped with arc track on the arc-shaped concave body, the slip mass bottom be arc-shaped and with it is described
Arc track is slidably matched, and the drive system can drive the slip mass to slide along the arc track.
Preferably, the drive system includes motor, driving gear, rack gear circle and fixed pulley, the output shaft of the motor
Couple with the driving gear, the fixed pulley is two and is respectively arranged at the back at the both ends of the arc-shaped concave body, institute
It states rack gear circle to engage with the driving gear, and the rack gear circle between two fixed pulleys is fitted in the arc-shaped concave body
Back is provided with several the first permanent magnets on the rack gear circle between two fixed pulleys, and the slip mass bottom corresponds to several
First permanent magnet is provided with the second permanent magnet.
Preferably, first permanent magnet is identical as the pole orientation of corresponding second permanent magnet.
Preferably, the motor and the driving gear are two.
Preferably, the main body of the shell is formed by welding for steel structure, and the surface of the shell is iron plate, the iron plate weldering
It connects on the body.
Preferably, the material of the arc-shaped concave body is organic glass.
Preferably, the slip mass is boring structure and surface is irregular in rock, is used inside the slip mass
In addition counterweight or monitoring device.
Preferably, the surface of the slip mass is turned over by glass reinforced plastic makes.
Preferably, the arc track is two, and two arc tracks are parallel to each other.
Preferably, the slip mass bottom corresponds to every arc track at least provided with two pulleys.
A kind of rock step circular arc landslide monitoring model of the present invention achieve compared with prior art it is following the utility model has the advantages that
Rock step circular arc landslide monitoring model of the present invention is capable of the process of repetition rock step Circular, can
For scenes such as teaching demonstrations;Furthermore rock step circular arc landslide monitoring model of the present invention is also able to achieve to slip mass process of landslides
The monitoring of middle parameters, rock step Circular is analyzed and be studied.
Detailed description of the invention
It in order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, below will be to institute in embodiment
Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the invention
Example, for those of ordinary skill in the art, without any creative labor, can also be according to these attached drawings
Obtain other attached drawings.
Fig. 1 is the structural schematic diagram of the application rock step circular arc landslide monitoring model;
Wherein, 1- pedestal, 2- shell, 3- arc-shaped concave body, 4- slip mass, 5- fixed pulley, 6- rack gear circle, 7- sliding tooth
Wheel, the first permanent magnet of 8-, the second permanent magnet of 9-.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
The object of the present invention is to provide a kind of rock step circular arc landslide monitoring models, to solve of the existing technology ask
Topic reappears the process of rock step Circular and realizes the monitoring to slip mass parameters.
The present invention provides a kind of rock step circular arc landslide monitoring model, including pedestal, shell, slip mass and driving system
System, the shell are set on the pedestal, an arc-shaped concave body are provided on the shell, is laid on the arc-shaped concave body
There is arc track, the slip mass bottom is arc-shaped and is slidably matched with the arc track, and the drive system can drive
The slip mass is moved to slide along the arc track.
Rock step circular arc landslide monitoring model of the present invention is capable of the process of repetition rock step Circular, can
For scenes such as teaching demonstrations.
In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, with reference to the accompanying drawing and specific real
Applying mode, the present invention is described in further detail.
Embodiment one:
As shown in Figure 1, the present embodiment provides a kind of rock step circular arc landslide monitoring model, including pedestal 1, shell 2, cunning
Slopes and drive system, shell 2 are set on pedestal 1, and an arc-shaped concave body 3, the width of arc-shaped concave body 3 are provided on shell 2
Spend of same size with shell 2, the top formation step of the shell 2 of 3 left and right sides of arc-shaped concave body, 3 whole body of arc-shaped concave body
Be fixedly connected on shell 2, the main body of shell 2 is formed by welding for steel structure, the surface of shell 2 be welded in main body by iron plate and
At.
In this specific embodiment, the drive system is set to inside shell 2, and drive system includes positive rotating motor, anti-
Rotating motor, 6, two driving gears 7 of rack gear circle and two fixed pulleys 5, the output shaft of positive rotating motor and a driving gear 7
It connects, reversion motor couples with another driving gear 7, and two fixed pulleys 5 are respectively arranged at the back at the both ends of arc-shaped concave body 3
Portion, rack gear circle 6 cooperate with two driving gears 7 and two fixed pulleys 5 respectively, and the rack gear circle 6 between two fixed pulleys 5 is two
The back of arc-shaped concave body 3 is fitted under the action of a fixed pulley 5, on the rack gear circle 6 between two fixed pulleys 5 there are six settings
The interval of first permanent magnet 8, adjacent first permanent magnet is equal.
Two parallel arc tracks, 4 bottom shape of slip mass and arc-shaped concave body 3 are equipped on arc-shaped concave body 3
Shape is consistent, and slip mass 4 is arranged bottom and corresponds to every arc track at least provided with two pulleys, and pulley is set to corresponding arc
On shape track, six the first permanent magnets 8 on rack gear circle 6 are corresponded in 4 bottom of slip mass and are arranged there are six the second permanent magnet 9, the
Two permanent magnets 9 are identical as the pole orientation of the first permanent magnet 8.
The boring of slip mass 4, and surface is turned over by glass and is made and is in that class is petrifact irregular, in slip mass 4
Portion is for adding counterweight and/or monitoring device.
The electronic components such as the relay that clocks, transformer, travel switch are additionally provided in drive system.
When using rock step circular arc landslide monitoring model of the present invention, powering on makes positive rotating motor by setting time work
Make, rack gear circle 6 rotates forward under the driving of the driving gear 7 coupled with positive rotating motor, in the process 8 edge of the first permanent magnet
3 bottom forward motion of arc-shaped concave body, since under the suction-operated of the first permanent magnet 8, the second permanent magnet 9 drives slip mass 4 to exist
Preset position is slided on arc track;Then it cuts off the power supply of positive rotating motor and the power supply for connecting reversion motor makes reversion electricity
Machine works by setting time, and rack gear circle 6 rotates backward under the driving of the driving gear 7 coupled with reversion motor, and first forever
The arcuately 3 bottom counter motion of concaver of magnet 8, to drive slip mass 4 to reset by the second permanent magnet 9.Drive system
Whole service process is completed under the control that micro computer becomes, and stablizes, is reliable.
Processing and manufacturing difficulty in view of arc-shaped concave body 3 and its high requirement to mechanical strength and weight, arc are recessed
The material selection organic glass of face body 3.
For convenience of the installation and maintenance of bright rock step circular arc landslide monitoring model, it is provided on 2 surface of shell for operation
The dodge gate that personnel enter;The surface of slip mass 4 is also configured as part detachably, to facilitate operation personnel inside slip mass 4
The various sensors for monitoring data, such as acceleration transducer, vibrating speed sensors are set, inside slip mass 4
The device for fixing these sensors should be preset with.
It should be noted that the specific of drive system is arranged and is not limited to this embodiment in the present invention, drive system
It can be set in hull outside, as long as can be realized driving slip mass, arcuately track moves and slip mass can be made to reset i.e.
Can, for example pull dynamic slip mass to move by rope using motor;Motor in the present invention and drive the quantity of gear and specific
The method of operation is not limited to this embodiment, to realize the present invention just using motor and the driving gear driving rack circle being coupled
Turn and the purpose of reversion, only with one can rotate forward also reversible motor couple with a driving gear it is also possible;
Equally, it the structure design, the quantity of the first permanent magnet and the second permanent magnet of shell and is not limited to this embodiment, as long as shell
Be able to achieve the support to arc-shaped concave body and the receiving to drive system, the first permanent magnet can effectively by with the second permanent magnetism
The absorption of iron drives slip mass movement.
Specific examples are applied in the present invention, and principle and implementation of the present invention are described, above embodiments
Illustrate to be merely used to help understand method and its core concept of the invention;At the same time, for those skilled in the art, according to
According to thought of the invention, there will be changes in the specific implementation manner and application range.In conclusion the content of the present specification
It should not be construed as limiting the invention.
Claims (8)
1. a kind of rock step circular arc landslide monitoring model, it is characterised in that: including pedestal, shell, slip mass and drive system,
The shell is set on the pedestal, and an arc-shaped concave body is provided on the shell, is equipped on the arc-shaped concave body
Arc track, the slip mass bottom are arc-shaped and are slidably matched with the arc track, and the drive system can drive
The slip mass is slided along the arc track;The drive system includes motor, driving gear, rack gear circle and fixed pulley, institute
The output shaft for stating motor couples with the driving gear, and the fixed pulley is two and is respectively arranged at the arc-shaped concave body
The back at both ends, the rack gear circle is engaged with the driving gear, and the rack gear circle between two fixed pulleys is fitted in institute
The back of arc-shaped concave body is stated, several first permanent magnets, the slip mass are provided on the rack gear circle between two fixed pulleys
Bottom corresponds to several described first permanent magnets and is provided with the second permanent magnet, first permanent magnet and corresponding second permanent magnet
Pole orientation it is identical.
2. rock step circular arc landslide monitoring model according to claim 1, it is characterised in that: the motor and the drive
Moving gear is two, and one of motor is positive rotating motor, another motor is reversion motor, the output of the positive rotating motor
Axis couples with a driving gear, and the output shaft of the reversion motor couples with another driving gear.
3. rock step circular arc landslide monitoring model according to claim 1, it is characterised in that: the main body of the shell by
Welding for steel structure forms, and the surface of the shell is iron plate, and the iron plate welding is on the body.
4. rock step circular arc landslide monitoring model according to claim 1, it is characterised in that: the arc-shaped concave body
Material is organic glass.
5. rock step circular arc landslide monitoring model according to claim 1, it is characterised in that: the slip mass is inside
Hollow structure and surface are equipped with counterweight and/or monitoring device in irregular inside the slip mass.
6. rock step circular arc landslide monitoring model according to claim 5, it is characterised in that: the surface of the slip mass
It is turned over and is made by glass reinforced plastic.
7. rock step circular arc landslide monitoring model according to claim 1, it is characterised in that: the arc track is two
Item, and two arc tracks are parallel to each other.
8. rock step circular arc landslide monitoring model according to claim 7, it is characterised in that: the slip mass bottom pair
Should every arc track at least provided with two pulleys.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2017104405369 | 2017-06-07 | ||
CN201710440536.9A CN107037198A (en) | 2017-06-07 | 2017-06-07 | A kind of rock step circular arc landslide monitoring model |
Publications (2)
Publication Number | Publication Date |
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CN107452267A CN107452267A (en) | 2017-12-08 |
CN107452267B true CN107452267B (en) | 2019-11-19 |
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ID=59541136
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Application Number | Title | Priority Date | Filing Date |
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CN201710440536.9A Withdrawn CN107037198A (en) | 2017-06-07 | 2017-06-07 | A kind of rock step circular arc landslide monitoring model |
CN201710845375.1A Expired - Fee Related CN107452267B (en) | 2017-06-07 | 2017-09-19 | A kind of rock step circular arc landslide monitoring model |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
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CN201710440536.9A Withdrawn CN107037198A (en) | 2017-06-07 | 2017-06-07 | A kind of rock step circular arc landslide monitoring model |
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CN (2) | CN107037198A (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107358857B (en) * | 2017-08-25 | 2021-04-30 | 新疆工程学院 | Rock step reverse type landslide monitoring model |
CN107316556A (en) * | 2017-08-25 | 2017-11-03 | 新疆工程学院 | Aqueous slope and land slide monitoring model |
CN109785587B (en) * | 2019-03-12 | 2023-12-22 | 湖南联智科技股份有限公司 | Monitoring device based on Beidou satellite positioning |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104715576A (en) * | 2014-12-30 | 2015-06-17 | 宋禹辰 | Landslide GPRS remote wireless monitoring and warning system |
CN104849432A (en) * | 2015-05-21 | 2015-08-19 | 新疆工程学院 | Strip mine rock step bedded slope landslide monitoring model |
CN105510556A (en) * | 2016-01-18 | 2016-04-20 | 中国地质大学(武汉) | Device and method for landslide model test |
US9488561B2 (en) * | 2014-08-18 | 2016-11-08 | Korea Institute Of Geoscience And Mineral Resources | Test apparatus for early landslide detection fully-connected with pore water pressure, surface displacement and shear surface |
CN206148042U (en) * | 2016-07-22 | 2017-05-03 | 中国人民解放军后勤工程学院 | Landslide simulation experiment platform |
-
2017
- 2017-06-07 CN CN201710440536.9A patent/CN107037198A/en not_active Withdrawn
- 2017-09-19 CN CN201710845375.1A patent/CN107452267B/en not_active Expired - Fee Related
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9488561B2 (en) * | 2014-08-18 | 2016-11-08 | Korea Institute Of Geoscience And Mineral Resources | Test apparatus for early landslide detection fully-connected with pore water pressure, surface displacement and shear surface |
CN104715576A (en) * | 2014-12-30 | 2015-06-17 | 宋禹辰 | Landslide GPRS remote wireless monitoring and warning system |
CN104849432A (en) * | 2015-05-21 | 2015-08-19 | 新疆工程学院 | Strip mine rock step bedded slope landslide monitoring model |
CN105510556A (en) * | 2016-01-18 | 2016-04-20 | 中国地质大学(武汉) | Device and method for landslide model test |
CN206148042U (en) * | 2016-07-22 | 2017-05-03 | 中国人民解放军后勤工程学院 | Landslide simulation experiment platform |
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Publication number | Publication date |
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CN107037198A (en) | 2017-08-11 |
CN107452267A (en) | 2017-12-08 |
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Granted publication date: 20191119 Termination date: 20200919 |