CN109781056A - Deformation measurement data methods of exhibiting and storage medium based on internal displacement - Google Patents
Deformation measurement data methods of exhibiting and storage medium based on internal displacement Download PDFInfo
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- CN109781056A CN109781056A CN201811649043.7A CN201811649043A CN109781056A CN 109781056 A CN109781056 A CN 109781056A CN 201811649043 A CN201811649043 A CN 201811649043A CN 109781056 A CN109781056 A CN 109781056A
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Abstract
The invention discloses deformation measurement data methods of exhibiting and storage medium based on internal displacement, the following steps are included: obtaining the elevation of an at least dipmeter present position, the X-direction and Y-direction for setting dipmeter obtain each dipmeter X-direction offset of a certain moment, Y-direction offset；It establishes and shows three-dimensional curve diagram of each dipmeter about deviant；Specifically, the X-axis, Y-axis and Z axis using X-direction, Y-direction and elevation direction as three-dimensional coordinate establish three-dimensional coordinate system respectively, the elevation of the X-direction offset at a certain moment of each dipmeter, Y-direction offset and each dipmeter present position is subjected to described point line in the three-dimensional coordinate system of foundation, obtains three-dimensional curve diagram of each dipmeter about deviant.For the present invention by acquisition building or the displacement state of inside configuration difference elevation, the data that will acquire carry out the case where processing shows intuitively to show internal displacement offset, provide Data safeguard for prediction and the improvement in later period.
Description
Technical field
The present invention relates to mountain landslide supervision fields, and in particular to a kind of deformation measurement data displaying based on internal displacement
Method and storage medium.
Background technique
Landslide in time, accurately monitor, using battering methods as primary metering method, specifically, to massif difference
The drilling of position distribution, which is monitored, to obtain compared with its Rock And Soil depth-displacement curve figure in short cycle, to reach timely grasp
The Landslide Deformation situation of massif each section is reliably predicted to provide and provides foundation for the improvement in later period.
Existing curve graph shows the power that the point deformation is generally reacted by the slope of curve, cannot be intuitive, three-dimensional,
Misalignment is shown close to true, so that monitoring personnel and the more intuitive accurate understanding misalignment of scientific research personnel cannot allow.
Summary of the invention
In view of the above technical problem, the deformation measurement data exhibition based on internal displacement that the purpose of the present invention is to provide a kind of
Show method and storage medium, be that monitoring personnel and scientific research personnel are intuitive, three-dimensional, and close to the true massif internal displacement that shows
Drift condition.
The invention adopts the following technical scheme:
A kind of deformation measurement data methods of exhibiting based on internal displacement, comprising the following steps:
The elevation for obtaining an at least dipmeter present position, sets the X-direction and Y-direction of dipmeter, obtains a certain moment
Each dipmeter X-direction offset, Y-direction offset；
It establishes and shows three-dimensional curve diagram of each dipmeter about deviant；
The step of establishing three-dimensional curve diagram of each dipmeter about deviant includes: respectively with X-direction, Y-direction and elevation
Three-dimensional coordinate system is established as the X-axis, Y-axis and Z axis of three-dimensional coordinate in direction, and the X-direction at a certain moment of each dipmeter is inclined
The elevation of shifting, Y-direction offset and each dipmeter present position carries out described point line in the three-dimensional coordinate system of foundation, obtains each
Three-dimensional curve diagram of the dipmeter about deviant.
Further, further includes:
At least monitoring point for determining massif to be monitored drills in each monitoring point of massif to be monitored, respectively not
With installing inclinometer pipe in deviational survey hole；
An at least dipmeter is installed at different elevations in each inclinometer pipe.
Further, obtaining the step of each dipmeter X-direction of a certain moment deviates, Y-direction deviates includes:
The angle of inclination beta of its X-direction is respectively obtained by dipmeterXWith the angle of inclination beta of Y-directionY；
According to the angle of inclination beta of the X-directionXWith the angle of inclination beta of Y-directionYObtain X-direction offset SXS is deviated with Y-directionY；
The X-direction deviates SX=H × sin (βX-α)/cosβX；Y-direction deviates SY=H × sin (βY-α)/cosβY；
Wherein: H is the elevation of inclinometer present position；α is initial position angle value when inclinometer is installed；βXWhen for this
Carve the inclination angles relative to X-direction of inclinometer measurement；βYFor the inclination relative to Y-direction of moment inclinometer measurement
Angle angle.
Further, an at least dipmeter is installed at different elevations in inclinometer pipe, and an at least dipmeter is in selected base
It is located on different elevations when quasi- face is identical.
Further, include: the step of an installation at least dipmeter at different elevations in inclinometer pipe
Dipmeter is installed at the elevation of 20m, 40m, 60m in inclinometer pipe respectively.
Further, further comprising the steps of:
Obtain the offset of each dipmeter X-direction, the Y-direction offset of different time points；
Three-dimensional curve diagram of each dipmeter about deviant when different time points is established respectively, will respectively be inclined when different time points
Oblique instrument carries out coincidence displaying in the same three-dimensional coordinate system about the three-dimensional curve diagram of deviant.
A kind of computer storage medium, is stored thereon with computer program, and the computer program is being executed by processor
When, realize the above-mentioned deformation measurement data methods of exhibiting based on internal displacement.
Compared with prior art, the beneficial effects of the present invention are:
The present invention is taken when establishing three-dimensional coordinate figure by acquisition building or the displacement state of inside configuration difference elevation
It is the data of synchronization, the data that will acquire carry out processing displaying intuitively to show the feelings of internal displacement offset
Condition provides Data safeguard for prediction and the improvement in later period.
Each dipmeter is about the three-dimensional curve diagram of deviant in same three-dimensional coordinate body when further, by different time points
System carries out coincidence displaying, provides further Data safeguard for prediction and the improvement in later period.
Detailed description of the invention
Fig. 1 is that the present invention is based on the flow diagrams of the deformation measurement data methods of exhibiting of internal displacement；
Fig. 2 is that the present invention is based on data display diagrams in the deformation measurement data methods of exhibiting embodiment of internal displacement.
Specific embodiment
In the following, being described further in conjunction with attached drawing and specific embodiment to the present invention, it should be noted that not
Under the premise of conflicting, new implementation can be formed between various embodiments described below or between each technical characteristic in any combination
Example:
Embodiment:
It please refers to shown in Fig. 1-2, a kind of deformation measurement data methods of exhibiting based on internal displacement, comprising the following steps:
Step S100: obtaining the elevation of an at least dipmeter present position, set the X-direction and Y-direction of dipmeter, obtains
A certain moment each dipmeter X-direction deviates, Y-direction deviates；
Step S200: three-dimensional curve diagram of each dipmeter about deviant is established；
Wherein, the step of establishing three-dimensional curve diagram of each dipmeter about deviant include:
Step S2001: the X-axis, Y-axis and Z axis using X-direction, Y-direction and elevation direction as three-dimensional coordinate establish three respectively
Tie up coordinate-system；
Step S2002: by the X-direction offset, Y-direction offset and each dipmeter present position at a certain moment of each dipmeter
Elevation described point line is carried out in the three-dimensional coordinate system of foundation, obtain three-dimensional curve diagram of each dipmeter about deviant.
Step S300: three-dimensional curve diagram of each dipmeter about deviant is shown.
Specifically, each dipmeter installation steps include the following:
Step S000: determining an at least monitoring point for massif to be monitored, drills in each monitoring point of massif to be monitored,
Inclinometer pipe is installed in different deviational survey holes respectively；
Step S001: an at least dipmeter is installed at different elevations in each inclinometer pipe.
In the step s 100, obtaining the step of each dipmeter X-direction of a certain moment deviates, Y-direction deviates includes:
The angle of inclination beta of its X-direction is respectively obtained by dipmeterXWith the angle of inclination beta of Y-directionY；
According to the angle of inclination beta of the X-directionXWith the angle of inclination beta of Y-directionYObtain X-direction offset SXS is deviated with Y-directionY；
The X-direction deviates SX=H × sin (βX-α)/cosβX；Y-direction deviates SY=H × sin (βY-α)/cosβY；
Wherein: H is the elevation of inclinometer present position；α is initial position angle value when inclinometer is installed；βXWhen for this
Carve the inclination angles relative to X-direction of inclinometer measurement；βYFor the inclination relative to Y-direction of moment inclinometer measurement
Angle angle.
Specifically, the vertical height at the elevation H=deviational survey bottom of the tube fixed point to measuring point of inclinometer present position, i.e. H=
Drilling depth-measuring point the depth；
Specifically, installing an at least dipmeter at different elevations in inclinometer pipe, and an at least dipmeter is in selected reference
It is located on different elevations when face is identical, it is preferred that dipmeter is installed at the elevation of 20m, 40m, 60m in inclinometer pipe respectively；
Concrete application citing, 01 timesharing when a certain moment is 11 days 00 October in 2018, by the method for the invention, deviational survey
Each dipmeter is shown effect picture such as Fig. 2 institute about the three-dimensional curve diagram of deviant in the corresponding inclinometer pipe in hole 1 and deviational survey hole 2
Show.
The present invention is taken when establishing three-dimensional coordinate figure by acquisition building or the displacement state of inside configuration difference elevation
It is the data of synchronization, the data that will acquire carry out processing displaying intuitively to show the feelings of internal displacement offset
Condition provides Data safeguard for prediction and the improvement in later period.
For further monitor and intuitively show landslide internal displacement situation, the invention also includes following steps:
Obtain the offset of each dipmeter X-direction, the Y-direction offset of different time points；
Three-dimensional curve diagram of each dipmeter about deviant when different time points is established respectively, will respectively be inclined when different time points
Oblique instrument carries out coincidence displaying in same three-dimensional coordinate system about the three-dimensional curve diagram of deviant, in this way, by the three of different moments
Dimension curve figure carries out coincidence displaying in same three-dimensional coordinate system, keeps display more intuitive, provides for prediction and the improvement in later period
Further Data safeguard.
The present invention also provides a kind of computer storage mediums, are stored thereon with computer program, if method of the invention
It is realized in the form of SFU software functional unit and when sold or used as an independent product, can store to store in the computer and be situated between
In matter.Based on this understanding, the present invention realizes all or part of the process in above-described embodiment method, can also pass through calculating
Machine program is completed to instruct relevant hardware, and the computer program can be stored in a computer storage medium, the meter
Calculation machine program is when being executed by processor, it can be achieved that the step of above-mentioned each embodiment of the method.Wherein, the computer program packet
Include computer program code, the computer program code can for source code form, object identification code form, executable file or
Certain intermediate forms etc..The computer storage medium may include: that can carry any reality of the computer program code
Body or device, recording medium, USB flash disk, mobile hard disk, magnetic disk, CD, computer storage, read-only memory (ROM, Read-
Only Memory), random access memory (RAM, Random Access Memory), electric carrier signal, telecommunication signal and
Software distribution medium etc..It should be noted that the content that the computer storage medium includes can be according in jurisdiction
Legislation and the requirement of patent practice carry out increase and decrease appropriate, such as in certain jurisdictions, according to legislation and patent practice, meter
Calculation machine storage medium does not include electric carrier signal and telecommunication signal.
It will be apparent to those skilled in the art that can make various other according to the above description of the technical scheme and ideas
Corresponding change and deformation, and all these changes and deformation all should belong to the protection scope of the claims in the present invention
Within.
Claims (7)
1. a kind of deformation measurement data methods of exhibiting based on internal displacement, which comprises the following steps:
The elevation for obtaining an at least dipmeter present position, sets the X-direction and Y-direction of dipmeter, obtains a certain moment and respectively inclines
Oblique instrument X-direction offset, Y-direction offset；
It establishes and shows three-dimensional curve diagram of each dipmeter about deviant；
The step of establishing three-dimensional curve diagram of each dipmeter about deviant includes: respectively with X-direction, Y-direction and elevation direction
X-axis, Y-axis and Z axis as three-dimensional coordinate establish three-dimensional coordinate system, by the X-direction offset at a certain moment of each dipmeter, Y
The elevation of direction offset and each dipmeter present position carries out described point line in the three-dimensional coordinate system of foundation, obtains each inclination
Three-dimensional curve diagram of the instrument about deviant.
2. the deformation measurement data methods of exhibiting according to claim 1 based on internal displacement, which is characterized in that also wrap
It includes:
At least monitoring point for determining massif to be monitored drills in each monitoring point of massif to be monitored, respectively in different surveys
Inclinometer pipe is installed in inclined hole；
An at least dipmeter is installed at different elevations in each inclinometer pipe.
3. the deformation measurement data methods of exhibiting according to claim 1 based on internal displacement, which is characterized in that obtain certain
The step of each dipmeter X-direction offset of one moment, Y-direction offset includes:
The angle of inclination beta of its X-direction is respectively obtained by dipmeterXWith the angle of inclination beta of Y-directionY；
According to the angle of inclination beta of the X-directionXWith the angle of inclination beta of Y-directionYObtain X-direction offset SXS is deviated with Y-directionY；
Wherein X-direction deviates SX=H × sin (βX-α)/cosβX；Y-direction deviates SY=H × sin (βY-α)/cosβY；
Wherein: H is the elevation of inclinometer present position；α is initial position angle value when inclinometer is installed；βXFor moment survey
The inclination angles relative to X-direction of oblique instrument measurement；βYFor the inclination angle angle relative to Y-direction of moment inclinometer measurement
Degree.
4. the deformation measurement data methods of exhibiting according to claim 1 based on internal displacement, which is characterized in that in deviational survey
An at least dipmeter is installed, and an at least dipmeter is located at different elevations when selected reference face is identical in pipe at different elevations
On.
5. the deformation measurement data methods of exhibiting according to claim 4 based on internal displacement, which is characterized in that in deviational survey
Include: the step of an installation at least dipmeter at different elevations in pipe
Dipmeter is installed at the elevation of 20m, 40m, 60m in inclinometer pipe respectively.
6. the deformation measurement data methods of exhibiting according to claim 1 based on internal displacement, which is characterized in that further include
Following steps:
Obtain the offset of each dipmeter X-direction, the Y-direction offset of different time points；
Three-dimensional curve diagram of each dipmeter about deviant when different time points is established respectively, each dipmeter when by different time points
Three-dimensional curve diagram about deviant carries out coincidence displaying in the same three-dimensional coordinate system.
7. a kind of computer storage medium, is stored thereon with computer program, which is characterized in that the computer program is being located
When managing device execution, the deformation measurement data methods of exhibiting as claimed in any one of claims 1 to 6 based on internal displacement is realized.
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| CN201811649043.7A CN109781056A (en) | 2018-12-30 | 2018-12-30 | Deformation measurement data methods of exhibiting and storage medium based on internal displacement |
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| CN201811649043.7A CN109781056A (en) | 2018-12-30 | 2018-12-30 | Deformation measurement data methods of exhibiting and storage medium based on internal displacement |
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| CN110244108A (en) * | 2019-07-05 | 2019-09-17 | 杭州西湖电子研究所 | A kind of angular difference three-dimensional figure spectrum expression representing wide area dielectric loss |
| CN110595367A (en) * | 2019-09-26 | 2019-12-20 | 上海勘察设计研究院(集团)有限公司 | Method for finely detecting deformation and displacement of existing tunnel structure |
| CN110793481A (en) * | 2019-11-07 | 2020-02-14 | 武汉武建机械施工有限公司 | System and method for automatically correcting data of sensor affected by initial installation inclination angle |
| CN111021437A (en) * | 2019-12-27 | 2020-04-17 | 中铁隧道局集团有限公司 | Method for measuring horizontal displacement of enclosure structure and inclinometer |
| CN111765858A (en) * | 2020-06-18 | 2020-10-13 | 中铁第四勘察设计院集团有限公司 | Displacement measuring method, displacement measuring device, inclinometer and computer storage medium |
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| CN111021437A (en) * | 2019-12-27 | 2020-04-17 | 中铁隧道局集团有限公司 | Method for measuring horizontal displacement of enclosure structure and inclinometer |
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