CN102980559A - Method and device for measuring landslide surface incline and landslide main sliding direction - Google Patents
Method and device for measuring landslide surface incline and landslide main sliding direction Download PDFInfo
- Publication number
- CN102980559A CN102980559A CN2012104616085A CN201210461608A CN102980559A CN 102980559 A CN102980559 A CN 102980559A CN 2012104616085 A CN2012104616085 A CN 2012104616085A CN 201210461608 A CN201210461608 A CN 201210461608A CN 102980559 A CN102980559 A CN 102980559A
- Authority
- CN
- China
- Prior art keywords
- landslide
- cylinder
- angular transducer
- measuring
- obliquity sensor
- 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.)
- Granted
Links
Images
Abstract
The invention discloses a method and a device for measuring landslide surface incline and a landslide main sliding direction. The device comprises a tilted angle sensor, an angle sensor, and an adaptation machined part, wherein the adaptation machined part comprises a drum, the angle sensor is in a cylinder shape, an eccentric lead pendulum is installed on a main shaft of the angle sensor, the angle sensor is installed on the upper portion inside the drum and is used for measuring angular variation in the main sliding direction of the landslide, and the tilted angle sensor is in a cylinder shape, installed on the bottom portion inside the drum, and used for measuring angular variation of the landslide main sliding direction. Due to the fact that the angle sensor is used for measuring the landslide main sliding direction, through angular variation of the landslide surface incline, the method can conduct effective monitoring for some types of landslides (such as pull-type landside and lithology landside). In addition, the device is relatively low in manufacturing cost, is free of deep drilling for the landsides, convenient to operate, and strong in utility value.
Description
Technical field
The present invention relates to landslide disaster monitoring and landslide disaster and forecast in advance the field, relate in particular to a kind of method and apparatus of measuring landslide surface tilt and main sliding direction of landslide.
Background technology
Failure of Slopes displacement early warning system is one of feasible method of forecast landslide unstability.This system installs and fixes displacement transducer in the place that needs are measured, and observes the feature of the subsoil of minimal point on the slope, then, these data is sent out with wireless network.The risk that the resident of danger zone can use its prevention Failure of Slopes to bring.
Yet, for the landslide of some types, such as retrogressive landslide, rock matter landslide, the local displacement on such landslide changes and is not obvious, even displacement transducer can't capture the change in displacement at this place, therefore uses traditional displacement monitoring means can not effectively monitor the variation of gliding mass.
Summary of the invention
Can't effectively monitor various types of landslides for traditional landslide monitoring equipment, the invention provides a kind of method and apparatus that can grasp landslide (such as retrogressive landslide, the rock matter landslide etc.) situation of change of understanding the change in displacement less, the method and device are to measure landslide surface tilt and main sliding direction of landslide, can be effectively to carrying out effective qualitative and quantitative analysis such as retrogressive landslide, rock matter landslide.
In order to address the above problem, the invention provides a kind of device of measuring landslide surface tilt and main sliding direction of landslide, comprising: obliquity sensor, angular transducer and adaptive workpiece, described adaptive workpiece comprises cylinder; Described angular transducer is cylindrical, and eccentric plumbous pendulum is installed on its main shaft, and described angular transducer is installed in the top in the described cylinder, changes for the angle of measuring main sliding direction of landslide; Described obliquity sensor is cylindrical, is installed in the bottom in the described cylinder, is used for measuring the angle variation of landslide surface tilt.
Preferably, said apparatus also has following characteristics:
Described adaptive workpiece also comprises taper entity steel part, and described taper entity steel part is installed in the bottom of described cylinder.
Preferably, said apparatus also has following characteristics:
The main body of described obliquity sensor and angular transducer all is sealed in the described cylinder, only draws data line to described cylindrical outer.
Preferably, said apparatus also has following characteristics:
Described cylinder comprises that top divides cylinder, bottom to divide cylinder, top and the bottom web member and top cover labyrinth, and wherein the top and the bottom web member connects described top and divides cylinder and bottom to divide cylinder, and top cover labyrinth is installed in top and divides on the cylinder.
Preferably, said apparatus also has following characteristics:
Described obliquity sensor tilts to measure to the rotation of X-axis, and measurement range is-30 ° ~+30 °.
Preferably, said apparatus also has following characteristics:
The tube wall of described cylinder is marked with the direction of X-axis.
Preferably, said apparatus also has following characteristics:
Described angular transducer is non-contacting sensor, and its measurement range is-360 ° ~+360 °.
In order to address the above problem, the invention provides a kind of method of measuring landslide surface tilt and main sliding direction of landslide, comprising:
Step 1 is positioned over described device under the shallow-layer soil body 40cm, draws the data line of obliquity sensor and angular transducer;
Preferably, said method also has following characteristics:
In step 1, the direction of the X-axis that is marked with according to the tube wall of described cylinder is pointed to X-axis the main glide direction in landslide of pre-estimation.
The present invention measures main sliding direction of landslide by angular transducer, by the angle variation of landslide surface tilt, can carry out effective monitoring to the Landslides that from top to bottom carries out.In addition, apparatus cost of the present invention is relatively cheap, also need not gun drilling is carried out on the slope, and is easy to operate, has stronger practical value.
Description of drawings
Fig. 1 is the measurement landslide surface tilt of the embodiment of the invention and the device synoptic diagram of main sliding direction of landslide, wherein:
1-obliquity sensor, 2-angular transducer, 3-cylinder, 4-taper entity steel part, 5-data line, the eccentric plumbous pendulum of 11-obliquity sensor, 21-angular transducer main shaft, the eccentric plumbous pendulum of 22-angular transducer, cylinder is divided on 31-top, and cylinder is divided in 32-bottom, 33-top and the bottom web member, 34-top cover labyrinth, 35-vertical level pearl.
Embodiment
Hereinafter in connection with accompanying drawing embodiments of the invention are elaborated.Need to prove that in the situation of not conflicting, the embodiment among the application and the feature among the embodiment be combination in any mutually.
For the slope of even sandrock, measure along the slide displacement of ramped surfaces to cause the slope angle unstability be responsive effectively, ramped surfaces measure the landslide rotation tilt then for the monitoring slope above progressively the trend of unstability be effective way.Such as retrogressive landslide, the deformation failure of toe is significantly with respect to the deformation failure of top, slope, and the mode of the deformation failure of slope trailing edge employing displacement monitoring is unconspicuous, and adopting obliquity sensor measurement top layer rotation to tilt is very effective way.The landslide in the process of carrying out not only the slope know from experience to produce slippage up and down and frustrate, the angle about also having in the horizontal direction changes (change of the glide direction that namely comes down).
As described in Figure 1, the device of the measurement of embodiment of the invention landslide surface tilt and main sliding direction of landslide comprises: obliquity sensor 1, and angular transducer 2 and adaptive workpiece, described adaptive workpiece comprises cylinder 3; Described angular transducer 2 is cylindrical, and eccentric plumbous pendulum 22 is installed on its main shaft 21, and described angular transducer 2 is installed in the top in the described cylinder, changes for the angle of measuring main sliding direction of landslide; Described obliquity sensor 1 is cylindrical, is installed in the bottom in the described cylinder, is used for measuring the angle variation of landslide surface tilt.
In addition, described adaptive workpiece also comprises taper entity steel part 4, and described taper entity steel part 4 is installed in the bottom of described cylinder 3.
Obliquity sensor 1 adopts unidirectional measurement, namely only the rotation of X-axis is tilted to measure, measurement range is-30 ° ~+30 °, service precision is per mille, obliquity sensor is made into cylindrical and at the measurement axis of right cylinder mark sensor, and because its inside is provided with eccentric plumbous pendulum 11, so the center of gravity spinfunction is arranged, namely the glide direction with tested gliding mass is consistent all the time for the vergence direction of sensor measurement.
Adaptive workpiece main body is pipe 3, cylinder comprises that top divides cylinder 31, bottom to divide cylinder 32, top and the bottom web member 33 and top cover labyrinth 34, wherein the described top of top and the bottom web member 33 connections divides cylinder 31 and bottom to divide cylinder 32, and top cover labyrinth 34 is installed in top and divides on the cylinder 31.Be provided with vertical level pearl 35 at top cover labyrinth 34, be used for checking when mounted and install whether vertically.
Columned obliquity sensor 1 is fixed on pipe 3 bottoms, after obliquity sensor 1 is fixedly finished, installs taper entity steel part 4 additional in pipe 3 bottoms.Top divides cylinder 31 to be used for setting angle sensor 2, angular transducer 2 is before installation, at angular transducer main shaft 21 plumbous pendulum 22 is installed, because angular transducer is non-contacting sensor, so the friction force that 21 rotations of sensor main shaft are subject to is almost nil, can put the very accurate glide direction of measuring of 22 action of gravitations by lead when glide direction changes.Divide cylinder 31 and bottom to divide cylinder 32 by top and the bottom web member 33 and top cover labyrinth 34 sealings on top behind the installation angular transducer 2, the data line 5 of angular transducer 2 and obliquity sensor 1 is drawn from the middle part of pipe 3 by a single data bus, after drawing data line 5 data line ports is sealed, guarantee that the encapsulation of whole measurement mechanism reaches IP68.
The method of measuring landslide surface tilt and main sliding direction of landslide comprises the steps:
Step 1 is positioned over (about 40cm) under the shallow-layer soil body 40cm with described device, draws the data line of obliquity sensor and angular transducer;
Wherein, adaptive workpiece pipe 3 tube walls are marked with X-axis (identical with the obliquity sensor X-axis), X-axis are pointed to the main glide direction in landslide of pre-estimation;
When slippage occurs in the landslide, veneer of soil is known from experience the appearance rotation and is tilted, at this time obliquity sensor 1 just can capture these data, when the main glide direction on landslide changes, the lead pendulum 22 of angular transducer can change under action of gravitation, the main shaft 21 that drives angular transducer produces the choosing dress, thereby calculates the offset data of angle according to initial value.The indoor design of obliquity sensor 1 has and the plumbous pendulum 11 in the inside of main sliding direction coaxial cable, same variation also occurs in the plumbous pendulum 11 in inside of obliquity sensor when the lead pendulum 22 of angular transducer changes, so the measured value of obliquity sensor 1 is the tilting value on the main sliding direction all the time.
The above is the preferred embodiments of the present invention only, is not limited to the present invention, and for a person skilled in the art, the present invention can have various modifications and variations.Within the spirit and principles in the present invention all, any modification of doing, be equal to replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (9)
1. a device of measuring landslide surface tilt and main sliding direction of landslide is characterized in that, comprising: obliquity sensor, and angular transducer and adaptive workpiece, described adaptive workpiece comprises cylinder; Described angular transducer is cylindrical, and eccentric plumbous pendulum is installed on its main shaft, and described angular transducer is installed in the top in the described cylinder, changes for the angle of measuring main sliding direction of landslide; Described obliquity sensor is cylindrical, is installed in the bottom in the described cylinder, is used for measuring the angle variation of landslide surface tilt.
2. device as claimed in claim 1 is characterized in that,
Described adaptive workpiece also comprises taper entity steel part, and described taper entity steel part is installed in the bottom of described cylinder.
3. device as claimed in claim 1 or 2 is characterized in that,
The main body of described obliquity sensor and angular transducer all is sealed in the described cylinder, only draws data line to described cylindrical outer.
4. device as claimed in claim 3 is characterized in that,
Described cylinder comprises that top divides cylinder, bottom to divide cylinder, top and the bottom web member and top cover labyrinth, and wherein the top and the bottom web member connects described top and divides cylinder and bottom to divide cylinder, and top cover labyrinth is installed in top and divides on the cylinder.
5. device as claimed in claim 1 is characterized in that,
Described obliquity sensor tilts to measure to the rotation of X-axis, and measurement range is-30 ° ~+30 °, and measuring accuracy is the per mille degree.
6. device as claimed in claim 5 is characterized in that,
The tube wall of described cylinder is marked with the direction of X-axis.
7. device as claimed in claim 1 is characterized in that,
Described angular transducer is non-contacting sensor, and its measurement range is-360 ° ~+360 °.
8. a method of using measurement device landslide surface tilt as claimed in claim 1 and main sliding direction of landslide is characterized in that, comprising:
Step 1 is positioned over described device under the shallow-layer soil body 40cm, draws the data line of obliquity sensor and angular transducer;
Step 2 keeps in the vertical situation of described device the soil body of the described bottom of device of backfill, the initial value of acquisition and recording obliquity sensor and angular transducer;
Step 3 is buried equipment fully, the data of acquisition and recording obliquity sensor and angular transducer.
9. the method for claim 1 is characterized in that,
In step 1, the direction of the X-axis that is marked with according to the tube wall of described cylinder is pointed to X-axis the main glide direction in landslide of pre-estimation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210461608.5A CN102980559B (en) | 2012-11-16 | 2012-11-16 | Method and device for measuring landslide surface incline and landslide main sliding direction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210461608.5A CN102980559B (en) | 2012-11-16 | 2012-11-16 | Method and device for measuring landslide surface incline and landslide main sliding direction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102980559A true CN102980559A (en) | 2013-03-20 |
| CN102980559B CN102980559B (en) | 2015-05-06 |
Family
ID=47854800
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210461608.5A Expired - Fee Related CN102980559B (en) | 2012-11-16 | 2012-11-16 | Method and device for measuring landslide surface incline and landslide main sliding direction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102980559B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103542893A (en) * | 2013-11-01 | 2014-01-29 | 中国电子科技集团公司第四十九研究所 | Integrated landslide monitoring sensor |
| CN103942446A (en) * | 2014-04-30 | 2014-07-23 | 湖北工业大学 | Stability analyzing, forecasting and early warning method based on traction type slope deformation and failure mechanism |
| CN105444736A (en) * | 2014-09-26 | 2016-03-30 | 中铁西北科学研究院有限公司深圳南方分院 | Intelligent handheld deep hole inclination measurement method, inclinometer and inclination test system |
| CN108303068A (en) * | 2018-03-05 | 2018-07-20 | 中国矿业大学(北京) | A kind of varifocal angle adjustable pries through inclinometer and monitoring method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11101638A (en) * | 1997-09-29 | 1999-04-13 | East Japan Railway Co | Slope collapse detecting method, collapse detecting sensor used for this method, alarm receiving device, and slope collapse detecting device |
| EP0936589A2 (en) * | 1998-02-17 | 1999-08-18 | Mitsui Bussan Plant & Project Corp. | Geographical displacement sensing unit and monotoring apparatus using the same |
| JP2011169705A (en) * | 2010-02-18 | 2011-09-01 | Chuo Kaihatsu Kk | Clinometer device |
| CN202031113U (en) * | 2011-04-23 | 2011-11-09 | 金文洪 | Five-dimensional digital detection system for cast-in-place pile hole |
| CN102607488A (en) * | 2012-02-23 | 2012-07-25 | 中国科学院力学研究所 | Device and method for monitoring displacement deformation of sliding surface of landslip |
-
2012
- 2012-11-16 CN CN201210461608.5A patent/CN102980559B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11101638A (en) * | 1997-09-29 | 1999-04-13 | East Japan Railway Co | Slope collapse detecting method, collapse detecting sensor used for this method, alarm receiving device, and slope collapse detecting device |
| EP0936589A2 (en) * | 1998-02-17 | 1999-08-18 | Mitsui Bussan Plant & Project Corp. | Geographical displacement sensing unit and monotoring apparatus using the same |
| JP2011169705A (en) * | 2010-02-18 | 2011-09-01 | Chuo Kaihatsu Kk | Clinometer device |
| CN202031113U (en) * | 2011-04-23 | 2011-11-09 | 金文洪 | Five-dimensional digital detection system for cast-in-place pile hole |
| CN102607488A (en) * | 2012-02-23 | 2012-07-25 | 中国科学院力学研究所 | Device and method for monitoring displacement deformation of sliding surface of landslip |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103542893A (en) * | 2013-11-01 | 2014-01-29 | 中国电子科技集团公司第四十九研究所 | Integrated landslide monitoring sensor |
| CN103942446A (en) * | 2014-04-30 | 2014-07-23 | 湖北工业大学 | Stability analyzing, forecasting and early warning method based on traction type slope deformation and failure mechanism |
| CN103942446B (en) * | 2014-04-30 | 2017-02-22 | 湖北工业大学 | Stability analyzing, forecasting and early warning method based on traction type slope deformation and failure mechanism |
| CN105444736A (en) * | 2014-09-26 | 2016-03-30 | 中铁西北科学研究院有限公司深圳南方分院 | Intelligent handheld deep hole inclination measurement method, inclinometer and inclination test system |
| CN108303068A (en) * | 2018-03-05 | 2018-07-20 | 中国矿业大学(北京) | A kind of varifocal angle adjustable pries through inclinometer and monitoring method |
| CN108303068B (en) * | 2018-03-05 | 2023-07-25 | 中国矿业大学(北京) | Variable-focus angle-adjustable peeping inclinometer and monitoring method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102980559B (en) | 2015-05-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102607488B (en) | Device and method for monitoring displacement deformation of sliding surface of landslip | |
| CN106871836B (en) | A kind of slope displacement automatic monitoring device and its application method | |
| US20110161008A1 (en) | Land settlement measuring apparatus and system | |
| CN105676308A (en) | Single-well underground water seepage flow velocity and flow direction measuring method and measuring instrument | |
| AU2014246762A1 (en) | A soil compaction system and method | |
| CN104296721A (en) | Satellite positioning and static leveling-based layered settlement monitoring system and method | |
| CN102829728A (en) | Comprehensive monitoring system for side slope and landslip | |
| CN102980559A (en) | Method and device for measuring landslide surface incline and landslide main sliding direction | |
| CN102749065B (en) | Method for monitoring cage track deformation on basis of inertia measurement technology | |
| CN110849322A (en) | High-precision monitoring method for three-dimensional displacement track of power transmission line tower footing | |
| JP2013044739A5 (en) | Tilt change measuring device, tilt change measuring method, and tilt change measuring / monitoring network device | |
| CN105509628A (en) | Magnetic measurement positioning device and method for monitoring slope deep displacement by utilizing magnetic measurement positioning device | |
| CN109405880A (en) | A kind of superficial part goaf earth's surface combines monitoring and pre-warning system and method with underground | |
| CN107543515A (en) | Double-shaft tilt angle location deep displacement monitor and its application method | |
| CN104697493A (en) | Underground preloading settlement monitoring system | |
| CN103438933B (en) | Side slope surface displacement and shallow-layer deviational survey integration apparatus | |
| CN115218860B (en) | Road deformation prediction method based on Mems acceleration sensor | |
| CN108917718A (en) | A kind of wireless tilt and displacement monitoring device, system and method | |
| CN206862331U (en) | Geology internal displacement three-dimension monitor system | |
| CN103195437B (en) | Online testing device for hob blade string abrasion of heading machine | |
| CN103148772A (en) | Section bar type soil internal horizontal displacement measuring instrument | |
| Fan et al. | Real-time monitoring instrument designed for the deformation and sliding period of colluvial landslides | |
| Gao et al. | Performance evaluation of distributed strain sensing nerves for monitoring ground collapse: A laboratory study | |
| CN105043611B (en) | A kind of swelled ground lateral swelling force in-situ testing device | |
| CN203772243U (en) | Underground displacement automatic monitor |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150506 Termination date: 20211116 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |