CN104849432A - Strip mine rock step bedded slope landslide monitoring model - Google Patents
Strip mine rock step bedded slope landslide monitoring model Download PDFInfo
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- CN104849432A CN104849432A CN201510267450.1A CN201510267450A CN104849432A CN 104849432 A CN104849432 A CN 104849432A CN 201510267450 A CN201510267450 A CN 201510267450A CN 104849432 A CN104849432 A CN 104849432A
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Abstract
The invention discloses a strip mine rock step bedded slope landslide monitoring model which comprises a template, rock layers, a controller, a motor, a seat frame, a bed and a wire drawing sensor. The seat frame is arranged on the bed; the template is arranged above the seat frame; three rock layers are placed on the template; the motor is arranged inside the rock layers; the controller and the wire drawing sensor are arranged on the template; a chain is mounted at the bottom of the rock layer; the motor is connected with a gear by the chain; the motor drives the gear; the gear drives the chain to move; each rock layer is independently connected with a displacement sensor, so that the displacement can be accurately known and accurate control on the displacement is implemented; the displacement sensors are connected with the controller. The strip mine rock step bedded slope landslide monitoring model is specially manufactured according to a great quantity of landslide accidents generated on a strip mine rock step along a bedded slope; the landslide model can visually demonstrate the generating process of the landslide and can more virtually illustrate the reasons of generating the landslide and the instability mechanism by matching of real-time analysis and interpretation.
Description
Technical field
The present invention relates to a kind of landslide monitoring model, be specifically related to a kind of surface mine rock step concordant inclined-plane landslide monitoring model.
Background technology
In recent years, in the exploitation of hillside or deep open pit, frequently occur rock step concordant inclined-plane landslide accident, serious threat is kept the safety in production.In order to intuitive analysis determination Landslides and analysis confirmation landslide, in known scope, there is no the landslide monitoring model produced specially for the hillside in exploitation or deep open pit rock step concordant inclined-plane.
Summary of the invention
The technical problem to be solved in the present invention manufactures a kind ofly to show the full-automatic dynamic model of above-mentioned geologic hazard structure composition, instability Mechanism, Instability by image, realize that controlled, each layer displacement of Instability shows in real time, Full-automatic circulation demo function, for teaching provides a vivid display platform (instrument).
For solving the problems of the technologies described above, The embodiment provides a kind of surface mine rock step concordant inclined-plane landslide monitoring model, comprise template, lithosphere, controller, motor, mounting, support and stay wire sensor, described support is provided with mounting, template is provided with above described mounting, described template is placed with three layers of lithosphere, motor is provided with inside lithosphere, template is provided with controller and stay wire sensor, bottom lithosphere, chain is installed, motor is connected with gear by chain, motor driven gear, gear driven chain movement, each lithosphere separate connection has displacement transducer, displacement can be known accurately, realize accurate displacement to control, displacement transducer is connected with controller.
As preferably, described motor is the slow speed motor with reducer casing.
As preferably, described motor is double steering motor.
As preferably, described lithosphere is multilayer.
As preferably, institute's displacement sensors is rod-pulling type displacement transducer or stay-supported type displacement sensor.
As preferably, described controller is the single-chip microcomputer TT&C system of building or PLC.
As preferably, described controller is also provided with display screen.
As preferably, described motor is connected with described controller.
The beneficial effect of technique scheme of the present invention is as follows:
According to the landslide accident that a large amount of surface mine rock steps produces along concordant inclined-plane, the special monitoring model making this kind of Landslides, ocular demonstration can illustrate the process on landslide and the reason on analytic explanation generation landslide.
Accompanying drawing explanation
Fig. 1 is the structural representation of surface mine rock step concordant inclined-plane of the present invention landslide monitoring model embodiment.
Fig. 2 is surface mine rock step concordant inclined-plane of the present invention landslide monitoring model middle gear, chain, lithosphere installation site and motion process schematic diagram.
Embodiment
For making the technical problem to be solved in the present invention, technical scheme and advantage clearly, be described in detail below in conjunction with the accompanying drawings and the specific embodiments.
As shown in Figure 1-2, embodiments of the invention a kind of surface mine rock step concordant inclined-plane landslide monitoring model, comprise template 1, lithosphere 2, controller 3, motor 4, mounting 5, support 6 and stay wire sensor 7, described support 6 is provided with mounting 5, template 1 is provided with above described mounting 5, described template 1 is placed with three layers of lithosphere 2, motor 4 is provided with inside lithosphere 2, template 1 is provided with controller 3 and stay wire sensor 7, chain 8 is installed bottom lithosphere 2, motor 4 is connected with gear 9 by chain 8, motor 4 driven gear 9, gear 9 drives chain 8 to move, each lithosphere 2 separate connection has displacement transducer 7, displacement can be known accurately, realize accurate displacement to control, displacement transducer 7 is connected with controller 3.
Described motor 4 is the slow speed motor with reducer casing.
Described motor 4 is double steering electricity.
Described lithosphere 2 is multilayer.
Institute's displacement sensors 7 is rod-pulling type displacement transducer or stay-supported type displacement sensor.
The TT&C system that described controller 3 is built for single-chip microcomputer or PLC.
Described controller 3 is also provided with display screen.
Described motor 4 is connected with described controller 3
Lithosphere motion process, as shown in Figure 2, is equipped with chain 8 bottom lithosphere 2, chain 8 is fixed with lithosphere 2.Motor 4 driven gear 9, gear 9 drives chain 8 to move (lithosphere motion).Motor main story (rotation of A direction) lithosphere glides, and motor reversal (rotation of B direction) lithosphere resets.
Each lithosphere separate connection has displacement transducer, can know displacement accurately, realizes accurate displacement and controls.Displacement transducer is connected with controller, and controller is connected with computing machine, and calculating can the displacement of Real-time Obtaining each layer of position and displacement state
This is concrete implement the inner MCU of controller 1. and motor-drive circuit drive motor rotate (can forward and backward).Motor uses the slow speed motor with reducer casing, and the rotation time controlling motor can reach the object of command displacement amount (controlling moving up or down of lithosphere).Controller, can the displacement of Real-time Obtaining each layer of position by gathering the signal of each strata displacement sensor, reaches with this object accurately controlled.
The downslide sequence of movement of lithosphere is A, B, C, and reseting sequence is C, B, A
Downslide action: (under control of the controller)
(1), motor M 1 rotates, and lithosphere A slide downward, (also can be regarded as after reaching the schedule time
Reach predetermined displacement amount) stop.(motor stops, and rock also stops displacement)
(2), motor M 2 rotates, and lithosphere B slide downward, stops after reaching the schedule time.
(3), motor M 3 rotates, and lithosphere C slide downward, stops after reaching the schedule time.
Homing action: (under control of the controller)
Contrary with downslide order.
The above is the preferred embodiment of the present invention; it should be pointed out that for those skilled in the art, under the prerequisite not departing from principle of the present invention; can also make some improvements and modifications, these improvements and modifications also should be considered as protection scope of the present invention.
Claims (8)
1. surface mine rock step concordant inclined-plane landslide monitoring model, it is characterized in that, comprise template (1), lithosphere (2), controller (3), motor (4), mounting (5), support (6) and stay wire sensor (7), described support (6) is provided with mounting (5), described mounting (5) top is provided with template (1), described template (1) is placed with three layers of lithosphere (2), lithosphere (2) inner side is provided with motor (4), template (1) is provided with controller (3) and stay wire sensor (7), lithosphere (2) bottom is provided with chain (8), motor (4) is connected with gear (9) by chain (8), motor (4) driven gear (9), gear (9) drives chain (8) motion, each lithosphere (2) separate connection has displacement transducer (7), displacement transducer (7) is connected with controller (3).
2. surface mine rock step concordant inclined-plane according to claim 1 landslide monitoring model, it is characterized in that, described motor (4) is the slow speed motor with reducer casing.
3. surface mine rock step concordant inclined-plane according to claim 1 landslide monitoring model, it is characterized in that, described motor (4) is double steering motor.
4. surface mine rock step concordant inclined-plane according to claim 1 landslide monitoring model, it is characterized in that, described lithosphere (2) is multilayer.
5. surface mine rock step concordant inclined-plane according to claim 1 landslide monitoring model, it is characterized in that, institute's displacement sensors (7) is rod-pulling type displacement transducer or stay-supported type displacement sensor.
6. surface mine rock step concordant inclined-plane according to claim 1 landslide monitoring model, is characterized in that, the TT&C system that described controller (3) is built for single-chip microcomputer or PLC.
7. surface mine rock step concordant inclined-plane according to claim 1 landslide monitoring model, it is characterized in that, (3) are also provided with display screen with described controller.
8. surface mine rock step concordant inclined-plane according to claim 1 landslide monitoring model, it is characterized in that, described motor (4) is connected with described controller (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510267450.1A CN104849432B (en) | 2015-05-21 | 2015-05-21 | Opencut rock step concordant inclined-plane landslide monitoring model |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510267450.1A CN104849432B (en) | 2015-05-21 | 2015-05-21 | Opencut rock step concordant inclined-plane landslide monitoring model |
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| Publication Number | Publication Date |
|---|---|
| CN104849432A true CN104849432A (en) | 2015-08-19 |
| CN104849432B CN104849432B (en) | 2016-11-30 |
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| CN201510267450.1A Expired - Fee Related CN104849432B (en) | 2015-05-21 | 2015-05-21 | Opencut rock step concordant inclined-plane landslide monitoring model |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107063881A (en) * | 2017-05-08 | 2017-08-18 | 中国科学院、水利部成都山地灾害与环境研究所 | A kind of landslide monitoring model equipment and its test method based on secondary audio technology |
| CN107331274A (en) * | 2017-08-31 | 2017-11-07 | 重庆工程职业技术学院 | Landslide Model and its demenstration method |
| CN107452267A (en) * | 2017-06-07 | 2017-12-08 | 新疆工程学院 | A kind of rock step circular arc landslide monitoring model |
| CN108877155A (en) * | 2018-08-23 | 2018-11-23 | 山东合强智能测控设备有限公司 | A kind of method for early warning for realizing dykes and dams disaster using the principle of equal effects |
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| JP2004163677A (en) * | 2002-11-13 | 2004-06-10 | Sabo Koho Center | Model device for exhibiting landslide countermeasure |
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| CN103531071A (en) * | 2013-09-29 | 2014-01-22 | 清华大学 | Large-sized landslide intelligent model testing system under combined effect of rainfall and reservoir water |
| CN104502563A (en) * | 2014-12-22 | 2015-04-08 | 泉州师范学院 | Rainfall type landslide disaster simulation test system |
| KR101564214B1 (en) * | 2014-08-18 | 2015-10-29 | 한국지질자원연구원 | Testing apparatus for landslide detection with fully coupled displacement-pore pressure-slip surface analysis |
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| JP2004163677A (en) * | 2002-11-13 | 2004-06-10 | Sabo Koho Center | Model device for exhibiting landslide countermeasure |
| CN102331489A (en) * | 2011-07-19 | 2012-01-25 | 中国科学院力学研究所 | System for testing physical model for large-scale landslides under action of multiple factors |
| CN103353516A (en) * | 2013-05-27 | 2013-10-16 | 中国地质大学（武汉） | Large movable lateral uplifting composite lading slope physical model test apparatus |
| CN103531071A (en) * | 2013-09-29 | 2014-01-22 | 清华大学 | Large-sized landslide intelligent model testing system under combined effect of rainfall and reservoir water |
| KR101564214B1 (en) * | 2014-08-18 | 2015-10-29 | 한국지질자원연구원 | Testing apparatus for landslide detection with fully coupled displacement-pore pressure-slip surface analysis |
| CN104502563A (en) * | 2014-12-22 | 2015-04-08 | 泉州师范学院 | Rainfall type landslide disaster simulation test system |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107063881A (en) * | 2017-05-08 | 2017-08-18 | 中国科学院、水利部成都山地灾害与环境研究所 | A kind of landslide monitoring model equipment and its test method based on secondary audio technology |
| CN107063881B (en) * | 2017-05-08 | 2019-05-10 | 中国科学院、水利部成都山地灾害与环境研究所 | A kind of landslide monitoring model equipment and its test method based on secondary audio technology |
| CN107452267A (en) * | 2017-06-07 | 2017-12-08 | 新疆工程学院 | A kind of rock step circular arc landslide monitoring model |
| CN107452267B (en) * | 2017-06-07 | 2019-11-19 | 新疆工程学院 | A kind of rock step circular arc landslide monitoring model |
| CN107331274A (en) * | 2017-08-31 | 2017-11-07 | 重庆工程职业技术学院 | Landslide Model and its demenstration method |
| CN107331274B (en) * | 2017-08-31 | 2023-06-02 | 重庆工程职业技术学院 | Landslide model and demonstration method thereof |
| CN108877155A (en) * | 2018-08-23 | 2018-11-23 | 山东合强智能测控设备有限公司 | A kind of method for early warning for realizing dykes and dams disaster using the principle of equal effects |
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| Publication number | Publication date |
|---|---|
| CN104849432B (en) | 2016-11-30 |
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