CN107037198A - 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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- CN107037198A CN107037198A CN201710440536.9A CN201710440536A CN107037198A CN 107037198 A CN107037198 A CN 107037198A CN 201710440536 A CN201710440536 A CN 201710440536A CN 107037198 A CN107037198 A CN 107037198A
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- arc
- circular arc
- monitoring model
- slip mass
- step circular
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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
- G01N33/24—Earth materials
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The present invention provides a kind of rock step circular arc landslide monitoring model, including pedestal, housing, slip mass and drive system, the housing is arranged on the pedestal, the housing restocking is provided with an arc-shaped concave body, arc track is equipped with the arc-shaped concave body, the slip mass bottom is slidably matched in circular arc and with the arc track, and the drive system can drive the slip mass to be slided 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 field, more particularly to a kind of rock step circular arc landslide monitoring model.
Background technology
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
Along certain Weak face or weak band, part or all of Rock And Soil produces the bad geological phenomenon slided along slope, is on the earth
A kind of geological disaster being widely present.The generation on landslide usually has sudden, high frequency, destructive feature, is current
The generally acknowledged second largest natural calamity for being only second to earthquake, be also facing mankind it is widest in area, destroy the most heavy and time it is most long
One of geological disaster.
Show that this process of landslide and each item data to slip mass in process of landslides are intuitively analyzed in order to impart knowledge to students, need
Set up landslide monitoring model and reappear process of landslides;Circular is very typical one kind in landslide, and be there is no at present special
Device for monitoring Circular.
The content of the invention
It is an object of the invention to provide a kind of rock step circular arc landslide monitoring model, exist to solve above-mentioned prior art
The problem of, reappear the monitoring of the process and realization of rock step Circular to slip mass parameters.
To achieve the above object, the invention provides following scheme:The present invention provides a kind of rock step Circular prison
Model, including pedestal, housing, slip mass and drive system are surveyed, the housing is arranged on the pedestal, is set up on the housing
Have and arc track be equipped with an arc-shaped concave body, the arc-shaped concave body, the slip mass bottom in circular arc and with it is described
Arc track is slidably matched, and the drive system can drive the slip mass to be slided along the arc track.
Preferably, the drive system includes motor, drive gear, rack circle and fixed pulley, the output shaft of the motor
Couple with the drive gear, the fixed pulley be two and be respectively arranged at the arc-shaped concave body two ends back, institute
Rack circle is stated to engage with the drive gear, and the rack circle between two fixed pulleys is fitted in the arc-shaped concave body
Several the first permanent magnets are provided with rack circle between back, two fixed pulleys, the slip mass bottom corresponds to several
First permanent magnet is provided with the second permanent magnet.
Preferably, first permanent magnet is identical with the pole orientation of corresponding second permanent magnet.
Preferably, the motor and the drive gear are two.
Preferably, the main body of the housing is formed by welding for steel structure, and the surface of the housing is iron plate, the iron plate weldering
Connect on the body.
Preferably, the material of the arc-shaped concave body is lucite.
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 system by fiberglass and formed.
Preferably, the arc track is two, and two arc tracks are parallel to each other.
Preferably, every arc track of the slip mass bottom correspondence is at least provided with two pulleys.
A kind of rock step circular arc landslide monitoring model of the present invention achieves following beneficial effect compared with prior art:
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 addition rock step circular arc landslide monitoring model of the present invention can also be realized to slip mass process of landslides
The monitoring of middle parameters, so that rock step Circular is analyzed and studied.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to institute in embodiment
The accompanying drawing needed to use is briefly described, it should be apparent that, drawings in the following description are only some implementations of the present invention
Example, for those of ordinary skill in the art, without having to pay creative labor, can also be according to these accompanying drawings
Obtain other accompanying drawings.
Fig. 1 is the structural representation of the application rock step circular arc landslide monitoring model;
Wherein, 1- pedestals, 2- housings, 3- arc-shaped concave bodies, 4- slip masses, 5- fixed pulleys, 6- rack circles, 7- sliding tooths
Wheel, the permanent magnets of 8- first, the permanent magnets of 9- second.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
It is an object of the invention to provide a kind of rock step circular arc landslide monitoring model, to solve asking for prior art presence
Topic, reappears the monitoring of the process and realization of rock step Circular to slip mass parameters.
The present invention provides a kind of rock step circular arc landslide monitoring model, including pedestal, housing, slip mass and drivetrain
System, the housing is arranged on the pedestal, and the housing restocking is provided with an arc-shaped concave body, the arc-shaped concave body and laid
There is arc track, the slip mass bottom is slidably matched in circular arc and 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 facilitate the understanding of the purposes, features and advantages of the present invention, it is below in conjunction with the accompanying drawings and specific real
Applying mode, the present invention is further detailed explanation.
Embodiment one:
As shown in figure 1, the present embodiment provides a kind of rock step circular arc landslide monitoring model, including pedestal 1, housing 2, cunning
Slopes and drive system, housing 2 are arranged on pedestal 1, and the restocking of housing 2 is provided with an arc-shaped concave body 3, the width of arc-shaped concave body 3
Degree is identical with the width of housing 2, and step, the whole body of arc-shaped concave body 3 are formed on the top of the housing 2 of the left and right sides of arc-shaped concave body 3
Be fixedly connected on housing 2, the main body of housing 2 is formed by welding for steel structure, the surface of housing 2 be welded on by iron plate in main body and
Into.
In this specific embodiment, the drive system is arranged inside housing 2, and drive system includes positive rotating motor, anti-
Rotating motor, rack circle 6, two drive gears 7 and two fixed pulleys 5, the output shaft of positive rotating motor and a drive gear 7
Connect, reversion motor couples with another drive gear 7, and two fixed pulleys 5 are respectively arranged at the back of the body at the two ends of arc-shaped concave body 3
Portion, rack circle 6 coordinates with two drive gears 7 and two fixed pulleys 5 respectively, and the rack circle 6 between two fixed pulleys 5 is two
It is fitted in the presence of individual fixed pulley 5 on the rack circle 6 between the back of arc-shaped concave body 3, two fixed pulleys 5 and is provided with six
First permanent magnet 8, the interval of adjacent first permanent magnet is equal.
Two parallel arc tracks, the bottom shape of slip mass 4 and arc-shaped concave body 3 are equipped with arc-shaped concave body 3
Shape is consistent, and slip mass 4 sets bottom every arc track of correspondence at least provided with two pulleys, and pulley is arranged at corresponding arc
On shape track, six the first permanent magnets 8 on the bottom of slip mass 4 correspondence rack circle 6 are provided with six the second permanent magnets 9, the
Two permanent magnets 9 are identical with the pole orientation of the first permanent magnet 8.
The boring of slip mass 4, and surface turned over by glass be made and in class it is petrifact irregular, in slip mass 4
Portion is used to add counterweight and/or monitoring device.
The electronic components such as the relay that clocks, transformer, travel switch are additionally provided with drive system.
When using rock step circular arc landslide monitoring model of the present invention, switching on power makes positive rotating motor by setting time work
Make, rack circle 6 is rotated forward under the driving of the drive gear 7 coupled with positive rotating motor, in the process the edge of the first permanent magnet 8
The bottom positive movement of arc-shaped concave body 3, because under the suction-operated of the first permanent magnet 8, the second permanent magnet 9 drives slip mass 4 to exist
Default position is slided on arc track;Then the power supply for cutting off the power supply of positive rotating motor and connecting reversion motor makes reversion electricity
Machine is worked by setting time, and rack circle 6 is rotated backward under the driving of the drive gear 7 coupled with reversion motor, and first forever
The arcuately bottom counter motion of concaver 3 of magnet 8, so as 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, stable, reliable.
Processing and manufacturing difficulty in view of arc-shaped concave body 3 and its to mechanical strength and the high requirement of weight, arc is recessed
The material selection lucite of face body 3.
For convenience of the I&M of bright rock step circular arc landslide monitoring model, it is provided with the surface of housing 2 for operation
The dodge gate that personnel enter;The surface of slip mass 4 is also configured as part detachably, to facilitate operating personnel inside slip mass 4
The various sensors for Monitoring Data, such as acceleration transducer, vibrating speed sensors, inside slip mass 4 are set
The device for fixing these sensors should be preset with.
It should be noted that the specific setting of drive system is not limited with the present embodiment in the present invention, drive system
Hull outside can be arranged at, if can realize driving slip mass arcuately track motion and can make slip mass reset i.e.
Can, such as pull dynamic slip mass to move by rope using motor;The quantity of motor and drive gear in the present invention and specific
The method of operation is not limited with the present embodiment, to realize that the present invention is utilizing motor and the driving gear drives rack circle being coupled just
The purpose for turning and inverting, can rotate forward also reversible motor only with one and couple also possible with a drive gear;
Equally, the structure design of housing, the quantity of the first permanent magnet and the second permanent magnet and it is not limited with the present embodiment, as long as housing
Can realize 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 motion.
Specific case is applied in the present invention to be set forth the principle and embodiment of the present invention, above example
Illustrate the method and its core concept for being only intended to help to understand the present invention;Simultaneously for those of ordinary skill in the art, according to
According to the thought of the present invention, it will change in specific embodiments and applications.In summary, this specification content
It should not be construed as limiting the invention.
Claims (9)
1. a kind of rock step circular arc landslide monitoring model, it is characterised in that:Including pedestal, housing, slip mass and drive system,
The housing is arranged on the pedestal, and the housing restocking is provided with an arc-shaped concave body, the arc-shaped concave body and is equipped with
Arc track, the slip mass bottom is slidably matched in circular arc and with the arc track, and the drive system can drive
The slip mass is slided along the arc track.
2. rock step circular arc landslide monitoring model according to claim 1, it is characterised in that:The drive system includes
Motor, drive gear, rack circle and fixed pulley, the output shaft of the motor couple with the drive gear, and the fixed pulley is
Two and be respectively arranged at the arc-shaped concave body two ends back, the rack circle engages with the drive gear, and two
Rack circle between the individual fixed pulley is fitted on the rack circle between the back of the arc-shaped concave body, two fixed pulleys and set
Several the first permanent magnets are equipped with, several described first permanent magnets of the slip mass bottom correspondence are provided with the second permanent magnet,
First permanent magnet is identical with the pole orientation of corresponding second permanent magnet.
3. rock step circular arc landslide monitoring model according to claim 2, it is characterised in that:The motor drives with described
Moving gear is two, and one of motor is positive rotating motor, and another motor is reversion motor, the output of the positive rotating motor
Axle couples with a drive gear, and the output shaft of the reversion motor couples with another drive gear.
4. rock step circular arc landslide monitoring model according to claim 1, it is characterised in that:The main body of the housing by
Welding for steel structure is formed, and the surface of the housing is iron plate, and the iron plate welding is on the body.
5. rock step circular arc landslide monitoring model according to claim 1, it is characterised in that:The arc-shaped concave body
Material is lucite.
6. rock step circular arc landslide monitoring model according to claim 1, it is characterised in that:The slip mass is inside
Hollow-core construction and surface are provided with counterweight and/or monitoring device in irregular inside the slip mass.
7. rock step circular arc landslide monitoring model according to claim 6, it is characterised in that:The surface of the slip mass
System is turned over by fiberglass to form.
8. rock step circular arc landslide monitoring model according to claim 1, it is characterised in that:The arc track is two
Bar, and two arc tracks are parallel to each other.
9. rock step circular arc landslide monitoring model according to claim 8, it is characterised in that:The slip mass bottom pair
Should every arc track at least provided with two pulleys.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710440536.9A CN107037198A (en) | 2017-06-07 | 2017-06-07 | A kind of rock step circular arc landslide monitoring model |
CN201710845375.1A CN107452267B (en) | 2017-06-07 | 2017-09-19 | A kind of rock step circular arc landslide monitoring model |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201710440536.9A CN107037198A (en) | 2017-06-07 | 2017-06-07 | A kind of rock step circular arc landslide monitoring model |
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Publication Number | Publication Date |
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CN107037198A true CN107037198A (en) | 2017-08-11 |
Family
ID=59541136
Family Applications (2)
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 |
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Application Number | Title | Priority Date | Filing Date |
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CN201710845375.1A Expired - Fee Related CN107452267B (en) | 2017-06-07 | 2017-09-19 | A kind of rock step circular arc landslide monitoring model |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107316556A (en) * | 2017-08-25 | 2017-11-03 | 新疆工程学院 | Aqueous slope and land slide monitoring model |
CN107358857A (en) * | 2017-08-25 | 2017-11-17 | 新疆工程学院 | Rock step reversing type landslide monitoring model |
CN109785587A (en) * | 2019-03-12 | 2019-05-21 | 湖南联智桥隧技术有限公司 | A kind of monitoring device based on big-dipper satellite positioning |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101564214B1 (en) * | 2014-08-18 | 2015-10-29 | 한국지질자원연구원 | Testing apparatus for landslide detection with fully coupled displacement-pore pressure-slip surface analysis |
CN104715576B (en) * | 2014-12-30 | 2017-05-03 | 宋禹辰 | Landslide GPRS remote wireless monitoring and warning system |
CN104849432B (en) * | 2015-05-21 | 2016-11-30 | 新疆工程学院 | Opencut rock step concordant inclined-plane 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 |
-
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
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107316556A (en) * | 2017-08-25 | 2017-11-03 | 新疆工程学院 | Aqueous slope and land slide monitoring model |
CN107358857A (en) * | 2017-08-25 | 2017-11-17 | 新疆工程学院 | Rock step reversing type landslide monitoring model |
CN109785587A (en) * | 2019-03-12 | 2019-05-21 | 湖南联智桥隧技术有限公司 | A kind of monitoring device based on big-dipper satellite positioning |
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 |
Also Published As
Publication number | Publication date |
---|---|
CN107452267B (en) | 2019-11-19 |
CN107452267A (en) | 2017-12-08 |
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PB01 | Publication | ||
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WW01 | Invention patent application withdrawn after publication |
Application publication date: 20170811 |
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WW01 | Invention patent application withdrawn after publication |