CN104792274B - A kind of measuring method of circular tunnel convergent deformation - Google Patents
A kind of measuring method of circular tunnel convergent deformation Download PDFInfo
- Publication number
- CN104792274B CN104792274B CN201510154900.6A CN201510154900A CN104792274B CN 104792274 B CN104792274 B CN 104792274B CN 201510154900 A CN201510154900 A CN 201510154900A CN 104792274 B CN104792274 B CN 104792274B
- Authority
- CN
- China
- Prior art keywords
- tunnel
- point
- cylinder
- tube coupling
- cloud
- 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.)
- Active
Links
Landscapes
- Length Measuring Devices By Optical Means (AREA)
Abstract
The present invention relates to a kind of measuring method of circular tunnel convergent deformation, including：Step S1：Three-dimensional laser scanner obtains the working base point coordinate and tunnel point cloud of each survey station；Step S2：Using working base point as splicing datum mark, tunnel point cloud is integrated into unified reference frame, and the point cloud of polycyclic tube coupling is divided into according to tube coupling；Step S3：According to improved face of cylinder fitting algorithm, by the point-cloud fitting of an endless tube section, for the face of cylinder, simultaneously extraction tube nodal axisn line point coordinates, the face of cylinder project in plane the tunnel point cloud contour line for obtaining two dimension along tube coupling axis direction, ellipse are fitted to according to ellipse fitting algorithm；Step S4：Ellipse is expanded into the elliptic cylinder of three-dimensional along axis, and then obtains the three-dimensional convergent deformation in whole tunnel.Compared with prior art, the present invention can obtain the longitudinal axis and convergent deformation in construction and operation phase tunnel, and without laying monitoring point, measurement efficiency is high, and comprehensive Monitoring Data is provided for constructing tunnel and operation.
Description
Technical field
The present invention relates to tunnel deformation monitoring technical field, more particularly, to a kind of measurement side of circular tunnel convergent deformation
Method.
Background technology
In recent years, it is major in order to solve metropolitan traffic jam issue with the fast development of Urbanization in China
Greatly develop city track traffic engineering in city.Except subway tunnel, the vcehicular tunnel in China is built scale and also constantly expanded
Greatly, at present vcehicular tunnel just with average annual 350 kilometers of speed increase.Construction period and operation stage in tunnel, deformation monitoring
All it is indispensable.Because tunnel is among the rock soil medium of complicated condition, the interaction mechanism of stratum and structure is simultaneously
It is indefinite thus still theoretical without fairly perfect structure design of tunnel at present.
Currently used tunnel deformation e measurement technology has convergence gauge, geodesic survey, Bassett collective system.Though these technologies
So there is higher precision, but measurement efficiency is relatively low, while a small amount of measuring point data can only be obtained, the change in tunnel can not be reflected comprehensively
Shape.If in order to reflect the deformation state in whole piece tunnel, need to lay monitoring section with very intensive interval, although in skill
It is feasible in art, but its cost will be very expensive.
Chinese patent CN102878975A discloses a kind of tunnel convergence deformation monitoring method, in selected tunnel cross section
On along lining cutting ring lay some anchor points, and using these anchor points as monitoring reference point；The adjacent anchor point of each two it
Between successively with one it is rigid, have full-length measurement installing arm connect with a sliding sleeve, measure installing arm on
One obliquity sensor is installed, while a type vibration wire extensometer is installed between measurement installing arm and sliding sleeve；Again will be upper
Two free ends for stating the system component to be formed correspondingly are anchored in two anchorings adjacent in lining cutting by anchor point hinged-support respectively
Point on；And form the continuous ring link of some system components in this way and go down, until reaching the unit number of Observation Design requirement；It is real
Existing monitoring method is simple, and cost is cheap, and hold facility tunnel sectional area is small, can realize the monitoring of higher precision.The patent is present
A small amount of measuring point data can only be obtained, the defects of deformation in whole tunnel can not be reflected comprehensively.
The content of the invention
It is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide a kind of circular tunnel is restrained
The measuring method of deformation, the convergent deformation of circular tunnel can be quickly and efficiently obtained, without laying monitoring point, is reduced for tunnel
The interference of road structure, measurement efficiency is very high, and can obtain tunnel three-dimensional convergent deformation, to construct and runing the tunnel of phase
Provide comprehensive Monitoring Data.
The purpose of the present invention can be achieved through the following technical solutions：
A kind of measuring method of circular tunnel convergent deformation, including：
Step S1：Multiple laser scanning survey stations are laid along length of tunnel direction, establish what is determined by three-dimensional laser scanner
Reference frame, the public working base point of at least three is set up between each laser scanning survey station, and three-dimensional laser scanner obtains every
The working base point coordinate and tunnel point cloud of one laser scanning survey station；
Step S2：Using working base point in step S1 as splicing datum mark, by all laser scanning survey stations in step S1
Tunnel point cloud is integrated into a unified reference frame, obtains tunnel three-dimensional point cloud, and according to tube coupling by tunnel three-dimensional point
Cloud is divided into the point cloud of polycyclic tube coupling；
Step S3：According to improved face of cylinder fitting algorithm by the point-cloud fitting of an endless tube section in step S2 be the face of cylinder simultaneously
Extraction tube nodal axisn line point coordinates, after the face of cylinder carries out coordinate transform and noise reduction process according to tube coupling axis point coordinates, along tube coupling axle
Line direction projection is to the tunnel point cloud contour line that two dimension is obtained in plane, according to ellipse fitting algorithm by the tunnel point cloud wheel of two dimension
Profile is fitted to the ellipse of the cross section convergent deformation for representing tunnel, by any point on ellipse apart from the center of circle numerical value with
Tunnel standard radius of circle carries out numeric ratio pair, asks for both differences, that is, has obtained tube coupling convergent deformation value corresponding at this；
Step S4：According to plane strain condition, ellipse in step S3 is expanded into the elliptic cylinder of three-dimensional along axis, this is ellipse
The face of cylinder represents the convergent deformation of an endless tube section, and the three-dimensional convergence that the elliptic cylinder as corresponding to polycyclic tube coupling obtains whole tunnel becomes
Shape.
Spacing in the step S1 between each laser scanning survey station is determined that tunnel radius is smaller, swashs by tunnel radius
Optical scanning survey station spacing is smaller.
Tunnel three-dimensional point cloud is segmented in a cloud the poster processing soft and carried out in the step S2, and point cloud the poster processing soft is deleted
It is more than the point of setting value with tube coupling distance.
Described cloud the poster processing soft is appointing in Cylone, Polyworks, Realworks Survey, Geomagic
Meaning is a kind of.
The fitting on the face of cylinder is carried out in the step S3 according to least square method, it is undetermined by least square method acquisition five
Parameter y0、z0、λ、R, by point-cloud fitting it is the face of cylinder according to five undetermined parameters, wherein, y0For fixing point on tube coupling axis
Y-axis coordinate, z0For the z-axis coordinate of fixing point on tube coupling axis, λ is after tube coupling axis direction unit vector projects to x/y plane
With the angle of x-axis,For the angle between tube coupling axis direction unit vector and x/y plane, R is cylinder radius surface to be fitted.
The fitting on the face of cylinder is specially in the step S3：The point cloud that residual error is more than setting value is deleted, then a cloud is carried out
Uniformly vacuate, then face of cylinder fittings carried out with 100 clouds, using this fitting result as an initial value again to an endless tube section
Point cloud carries out face of cylinder fitting.
The face of cylinder carries out coordinate transform according to tube coupling axis point coordinates in the step S3 includes：Cylinder revolves towards around z-axis
Turn, rotated further around y-axis, tube coupling axis is overlapped with x-axis eventually through translation, and rectangular coordinate system origin is located at tube coupling axis
On.
The face of cylinder is specially according to axis point coordinates progress noise reduction process in the step S3：Right angle is sat after coordinate transform
Mark system is converted to cylindrical coordinate, then the statistical method erased noise point based on error distribution.
It is described based on error distribution statistical method erased noise point be specially：Tube coupling is that section is divided into 360 groups with 1 °, pin
To each group of cloud data, the standard deviation of radial coordinate of this group of cloud data under cylindrical coordinate is asked for, then by each point
Radial coordinate subtracts difference that tunnel internal diameter obtains compared with standard deviation, and difference is more than into the points of 3 times of standard deviations as making an uproar
Sound point, is deleted.
Compared with prior art, the present invention has advantages below：
1) present invention carries out non-cpntact measurement using three-dimensional laser scanning technique, without arranging monitoring point at the scene, you can
The three-dimensional coordinate in quick measurement tunnel, reduces the interference for tunnel structure, measurement efficiency is very high.
2) the tunnel coordinate for scanning to obtain from different survey stations is integrated into uniform coordinate by the present invention by target splicing
In system, so as to obtain complete tunnel position coordinate, substantial amounts of measuring point data can reflect the deformation in tunnel comprehensively.
3) present invention proposes the algorithm of a set of laser scanning data processing, and three-dimensional modeling is carried out to tunnel, so as to
The convergent deformation of circular tunnel is accurately measured, the tunnel to construct and runing the phase provides comprehensive Monitoring Data.
4) fit procedure on the face of cylinder is devised in the present invention, face of cylinder plan is carried out after the larger point cloud of residual error is deleted
Close, effectively lift precision；To the pipe node cloud to be fitted, uniformly vacuated with a cloud the poster processing soft, to taking out
Point cloud after dilute carries out face of cylinder fitting, ensures to save the calculating time while precision；First cylinder is carried out with 100 clouds
Face is fitted, and face of cylinder fitting is carried out to substantial amounts of point cloud again using this fitting result as an initial value, so effective to save
Time of algorithm.
5) each pipe node cloud after the present invention finishes to segmentation utilizes point cloud the poster processing soft point cloud frame selection tool
The point of selected distance tube coupling farther out, noise point deletion is regarded as, while noise reduction process is carried out to the face of cylinder after coordinate transform,
Because now noise reduction process needs to delete apart from the close noise spot in section of jurisdiction, these points can not select mode to delete by artificial frame,
So using the statistical method being distributed based on error come erased noise point, the purpose of noise reduction is reached with this, there is provided data it is accurate
Degree.
Brief description of the drawings
Fig. 1 is the workflow diagram of the measuring method of the circular tunnel convergent deformation shown in the present invention；
Fig. 2 is the schematic diagram of face of cylinder fitting；
Fig. 3 is that coordinate rotates schematic diagram around z-axis；
Fig. 4 is that coordinate rotates schematic diagram around y-axis；
Fig. 5 is an endless tube section cross section ellipse fitting result schematic diagram；
Fig. 6 is one section of tunnel three-dimensional elliptical cylindrical distortion cloud atlas.
Embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.The present embodiment is with technical solution of the present invention
Premised on implemented, give detailed embodiment and specific operating process, but protection scope of the present invention is not limited to
Following embodiments.
The invention discloses a kind of measuring method of circular tunnel convergent deformation, it is related to in-site measurement and the side of data processing two
Face.In terms of in-site measurement, the present invention is surveyed using any circular tunnel as scanning target using three-dimensional laser scanning technique
Amount, the three-dimensional coordinate for the measuring point that thousands of individual spacing are several millimeters can be obtained, measuring speed is very fast, and point cloud can be by
It is automatically logged into the storage system of three-dimensional laser scanner, these coordinate datas can be exported in data processing stage.Data
The point cloud of all survey stations is integrated into a unified reference frame by processing stage, is established the threedimensional model in tunnel, is passed through
Improved face of cylinder fitting algorithm, coordinate transform, the convergence of noise reduction, ellipse fitting, elliptic cylinder modeling acquisition circular tunnel become
Shape.
As shown in figure 1, after a circular tunnel is determined as measurement object, the monitoring of its convergent deformation includes：
Step S1：Multiple laser scanning survey stations are laid along length of tunnel direction, establish what is determined by three-dimensional laser scanner
Reference frame, the public working base point of at least three (target), three-dimensional laser scanner are set up between each laser scanning survey station
Obtain the working base point coordinate and tunnel point cloud of each laser scanning survey station.
Spacing between each laser scanning survey station is determined by tunnel radius, between the smaller then laser scanning survey station of tunnel radius
Away from smaller, to ensure the Zone Full in described multiple survey stations covering whole piece tunnel.Laser scanner completes the scanning work at a station
After work, by the way of station is manually removed be moved to the next stop measures again.
Step S2：Data in step S1 are imported in point cloud the poster processing soft, splicing is used as using working base point in step S1
Datum mark, the part tunnel cloud data that all laser scanning survey stations obtain in step S1 is integrated into a unified reference and sat
In mark system, so as to obtain complete tunnel three-dimensional point cloud, whole piece tunnel three-dimensional point cloud is segmented according to tube coupling, each ring
The point cloud segmentation of tube coupling is the point cloud of polycyclic tube coupling, to carry out data processing according to an endless tube section.
Carried out in step S2 according to tube coupling cut-point cloud in a cloud the poster processing soft, using a cloud frame selection tool, according to
Feature between tube coupling and tube coupling is manually split.Meanwhile each pipe node cloud after being finished for segmentation, utilize a cloud
The point of frame selection tool selected distance section of jurisdiction farther out, is regarded as noise point deletion.
Point cloud the poster processing soft is any one in Cylone, Polyworks, Realworks Survey, Geomagic
Kind.
Step S3：According to improved face of cylinder fitting algorithm by the point-cloud fitting of an endless tube section in step S2 be the face of cylinder simultaneously
Extraction tube nodal axisn line point coordinates, after the face of cylinder carries out coordinate transform and noise reduction process according to tube coupling axis point coordinates, along tube coupling axle
Line direction projection is to the tunnel point cloud contour line that two dimension is obtained in plane, according to existing ellipse fitting algorithm by the tunnel of two dimension
Point cloud contour line is fitted to the ellipse of the cross section convergent deformation for representing tunnel, by any point on ellipse apart from the center of circle
Numerical value carries out numeric ratio pair with tunnel standard radius of circle, asks for both differences, that is, has obtained tube coupling convergent deformation corresponding at this
Value.The tunnel cross section convergent deformation figure of a certain endless tube piece is as shown in Figure 5.Wherein, tube coupling axis point coordinates be tube coupling axis (i.e.
Face of cylinder axis) on any two point coordinates.
As shown in Fig. 2 carrying out the fitting on the face of cylinder in step S3 according to least square method, i.e., obtained by least square method
Five undetermined parameter y0、z0、λ、R, the face of cylinder according to five undetermined parameters by point-cloud fitting for optimization, wherein, y0For
The y-axis coordinate of fixing point, z on tube coupling axis0For the z-axis coordinate of fixing point on tube coupling axis, λ be tube coupling axis direction unit to
Amount projects to the angle after x/y plane with x-axis,For the angle between tube coupling axis direction unit vector and x/y plane, R is to treat
The cylinder radius surface of fitting, measuring point pi=(xi,yi,zi) any point is represented,
The present invention has carried out corresponding improvement to the fit procedure on the face of cylinder simultaneously, is specially：Delete residual error and be more than setting value
Point cloud, then a cloud is uniformly vacuated, then face of cylinder fittings are carried out with 100 clouds, using this fitting result as one
Initial value carries out face of cylinder fitting to the point cloud of an endless tube section again.Above-mentioned face of cylinder fit procedure is same lifting calculation accuracy
When save calculate the time.
The face of cylinder carries out coordinate transform according to tube coupling axis point coordinates in step S3 includes：Cylinder rotates towards around z-axis, such as
Shown in Fig. 3, rotated further around y-axis, as shown in figure 4, making tube coupling axis be overlapped with x-axis eventually through translation, and make rectangular coordinate system
Origin is located on tube coupling axis.
The face of cylinder is specially according to axis point coordinates progress noise reduction process in step S3：By rectangular coordinate system after coordinate transform
Cylindrical coordinate is converted to, i.e., x, y, z coordinate value, is converted to radial coordinate r (distance of point to x-axis), angle, θ (is put and put down in yoz
On face with y-axis angle), then and x-axis coordinate value x carries out noise reduction process, noise reduction process needs to delete close apart from tube coupling
Noise spot, these points can not select mode to delete by artificial frame, therefore using the statistical method erased noise point of error distribution.
Based on error distribution statistical method erased noise point be specially：Tube coupling is that section is divided into 360 groups with 1 °, for every
One group of cloud data, ask for radial coordinate r of this group of cloud data under cylindrical coordinate standard deviation, then the radial direction by each point
Coordinate r subtracts difference that tunnel internal diameter obtains compared with standard deviation, and difference is more than into the point of 3 times of standard deviations as noise spot
(rough error point), is deleted, the purpose of noise reduction is reached with this.
Step S4：According to plane strain condition, the cross section convergent deformation of all positions is consistent to incite somebody to action in the axial direction
Ellipse is expanded into the elliptic cylinder of three-dimensional along axis in step S3, and the elliptic cylinder represents the convergent deformation of an endless tube section, by more
Elliptic cylinder corresponding to endless tube section obtains the three-dimensional convergent deformation in whole tunnel, completes the modeling of tunnel three-dimensional elliptical cylinder.One section
The three-dimensional elliptical cylindrical distortion cloud atlas in tunnel is as shown in Figure 6.
The above-mentioned description to embodiment is that this hair is understood that and used for ease of those skilled in the art
It is bright.Person skilled in the art obviously easily can make various modifications to these embodiments, and described herein
General Principle is applied in other embodiment without by performing creative labour.Therefore, the invention is not restricted to above-described embodiment,
Those skilled in the art do not depart from improvement that scope made and modification all should be in this hairs according to the announcement of the present invention
Within bright protection domain.
Claims (8)
- A kind of 1. measuring method of circular tunnel convergent deformation, it is characterised in that including：Step S1：Multiple laser scanning survey stations are laid along length of tunnel direction, establish the reference determined by three-dimensional laser scanner Coordinate system, sets up the public working base point of at least three between each laser scanning survey station, and three-dimensional laser scanner, which obtains, each to swash Working base point coordinate and tunnel the point cloud of optical scanning survey station；Step S2：Using working base point in step S1 as splicing datum mark, by the tunnel of all laser scanning survey stations in step S1 Point cloud is integrated into a unified reference frame, obtains tunnel three-dimensional point cloud, and divide tunnel three-dimensional point cloud according to tube coupling It is segmented into the point cloud of polycyclic tube coupling；Step S3：The point-cloud fitting of an endless tube section in step S2 for the face of cylinder and is extracted according to improved face of cylinder fitting algorithm Tube coupling axis point coordinates, after the face of cylinder carries out coordinate transform and noise reduction process according to tube coupling axis point coordinates, along tube coupling axis side To project in plane obtain two dimension tunnel point cloud contour line, according to ellipse fitting algorithm by two dimension tunnel point cloud contour line The ellipse of the cross section convergent deformation for representing tunnel is fitted to, numerical value and tunnel by any point on ellipse apart from the center of circle Standard radius of circle carries out numeric ratio pair, asks for both differences, that is, has obtained tube coupling convergent deformation value corresponding at this；The fitting on the face of cylinder is specially in the step S3：The point cloud that residual error is more than setting value is deleted, then a cloud is carried out uniform Vacuate, then face of cylinder fittings carried out with 100 clouds, using this fitting result as an initial value again to the point cloud of an endless tube section Carry out face of cylinder fitting；Step S4：According to plane strain condition, ellipse in step S3 is expanded into three-dimensional elliptic cylinder, the cylindroid along axis Face represents the convergent deformation of an endless tube section, and elliptic cylinder obtains the three-dimensional convergent deformation in whole tunnel as corresponding to polycyclic tube coupling.
- A kind of 2. measuring method of circular tunnel convergent deformation according to claim 1, it is characterised in that the step S1 In spacing between each laser scanning survey station determine that tunnel radius is smaller by tunnel radius, laser scanning survey station spacing is got over It is small.
- A kind of 3. measuring method of circular tunnel convergent deformation according to claim 1, it is characterised in that the step S2 Middle tunnel three-dimensional point cloud is segmented in a cloud the poster processing soft and carried out, and point cloud the poster processing soft is deleted is more than setting with tube coupling distance The point of value.
- 4. the measuring method of a kind of circular tunnel convergent deformation according to claim 3, it is characterised in that after described cloud Processing software is any one in Cylone, Polyworks, Realworks Survey, Geomagic.
- A kind of 5. measuring method of circular tunnel convergent deformation according to claim 1, it is characterised in that the step S3 The middle fitting that the face of cylinder is carried out according to least square method, five undetermined parameter y are obtained by least square method0、z0、λ、, R, root By point-cloud fitting it is the face of cylinder according to five undetermined parameters, wherein, y0For the y-axis coordinate of fixing point on tube coupling axis, z0For tube coupling axle The z-axis coordinate of fixing point on line, λ project to the angle after x/y plane with x-axis for tube coupling axis direction unit vector,For tube coupling Angle between axis direction unit vector and x/y plane, R are cylinder radius surface to be fitted.
- A kind of 6. measuring method of circular tunnel convergent deformation according to claim 1, it is characterised in that the step S3 The middle face of cylinder carries out coordinate transform according to tube coupling axis point coordinates to be included：Cylinder rotates towards around z-axis, is rotated further around y-axis, finally Tube coupling axis is overlapped with x-axis by translation, and rectangular coordinate system origin is located on tube coupling axis.
- A kind of 7. measuring method of circular tunnel convergent deformation according to claim 1, it is characterised in that the step S3 The middle face of cylinder carries out noise reduction process according to axis point coordinates：Rectangular coordinate system is converted into cylindrical coordinates after coordinate transform System, then the statistical method erased noise point based on error distribution.
- 8. the measuring method of a kind of circular tunnel convergent deformation according to claim 7, it is characterised in that described based on mistake The statistical method erased noise point of difference cloth is specially：Tube coupling is that section is divided into 360 groups with 1 °, for each group of cloud data, The standard deviation of radial coordinate of this group of cloud data under cylindrical coordinate is asked for, then the radial coordinate of each point is subtracted in tunnel Compared with standard deviation, the point that difference is more than into 3 times of standard deviations is deleted the difference that footpath obtains as noise spot.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510154900.6A CN104792274B (en) | 2015-04-02 | 2015-04-02 | A kind of measuring method of circular tunnel convergent deformation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510154900.6A CN104792274B (en) | 2015-04-02 | 2015-04-02 | A kind of measuring method of circular tunnel convergent deformation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104792274A CN104792274A (en) | 2015-07-22 |
| CN104792274B true CN104792274B (en) | 2017-12-26 |
Family
ID=53557277
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510154900.6A Active CN104792274B (en) | 2015-04-02 | 2015-04-02 | A kind of measuring method of circular tunnel convergent deformation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104792274B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2020070668A1 (en) * | 2018-10-05 | 2020-04-09 | Sica S.P.A. | Method and device for measuring the dimensions of the transversal cross-section of pipes |
Families Citing this family (58)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106197266B (en) * | 2016-07-01 | 2018-10-02 | 北京航空航天大学 | Method for the pose for measuring the columnar object with round cambered surface |
| CN106705892B (en) * | 2016-11-30 | 2019-12-31 | 同济大学 | Method for detecting parallelism and flatness of truss track based on three-dimensional laser scanner |
| CN106767402B (en) * | 2016-11-30 | 2023-01-06 | 华中科技大学 | Shield tunnel apparent quality detection method and system |
| CN106931950B (en) * | 2017-02-22 | 2019-09-10 | 天津博迈科海洋工程有限公司 | LNG pipeline attitude detecting method based on three-dimensional laser detection |
| CN107180409B (en) * | 2017-03-31 | 2021-06-25 | 河海大学 | Generalized cylindrical projection method for three-dimensional point cloud of bent skeleton type object |
| CN106969749B (en) * | 2017-04-27 | 2019-12-03 | 上海同岩土木工程科技股份有限公司 | A kind of detection method of deformation of cross section of subway tunnel |
| CN107289900A (en) * | 2017-06-22 | 2017-10-24 | 首都师范大学 | A kind of dynamic is without control tunnel cross-section detection means, analysis system and method |
| CN107393006B (en) * | 2017-07-26 | 2021-02-12 | 河海大学 | Method for measuring integral deformation of tunnel |
| CN107504915B (en) * | 2017-08-17 | 2019-06-25 | 中国水利水电科学研究院 | Buried pipeline deformation extent detection method and buried pipeline deformation extent evaluation method |
| CN107843195A (en) * | 2017-11-02 | 2018-03-27 | 中铁西南科学研究院有限公司 | A kind of active breaking belt tunnel structure DEFORMATION MONITORING SYSTEM and method |
| CN108036765A (en) * | 2017-11-22 | 2018-05-15 | 山东大学 | A kind of tunnel clearance convergence monitoring measurement system and method based on three base-line methods |
| CN108120389A (en) * | 2017-11-30 | 2018-06-05 | 长江空间信息技术工程有限公司(武汉) | Closed surface deformation detection method based on three-dimensional laser point cloud |
| CN108007374A (en) * | 2017-12-18 | 2018-05-08 | 武汉市市政建设集团有限公司 | A kind of building deformation laser point cloud data grid deviation analysis method |
| CN107957241B (en) * | 2017-12-29 | 2019-10-25 | 石家庄铁道大学 | Subway tunnel section center of circle determining device and method |
| CN108253925B (en) * | 2018-01-08 | 2020-10-02 | 中煤科工集团武汉设计研究院有限公司 | Tunnel deformation monitoring method and device based on point cloud profile and storage device |
| CN108225184B (en) * | 2018-01-16 | 2019-10-08 | 上海同岩土木工程科技股份有限公司 | A kind of shield tunnel Point Cloud Data from Three Dimension Laser Scanning removes the method made an uproar |
| CN108230344B (en) * | 2018-01-24 | 2021-11-02 | 上海勘察设计研究院(集团)有限公司 | Automatic identification method for tunnel water leakage diseases |
| CN108335291B (en) * | 2018-01-24 | 2021-11-02 | 上海勘察设计研究院(集团)有限公司 | Tunnel disease image preprocessing method |
| CN108180856A (en) * | 2018-01-30 | 2018-06-19 | 中国地质大学（武汉） | A kind of tunnel deformation monitoring method, equipment and storage device based on laser data |
| CN108663029B (en) * | 2018-02-01 | 2021-04-06 | 深圳市建设综合勘察设计院有限公司 | Method for acquiring underwater cylindrical foundation pile information, storage medium and terminal |
| CN108592875B (en) * | 2018-04-10 | 2020-06-26 | 中国人民解放军陆军工程大学 | Novel calculation method for convergence displacement of contact type tunnel convergence monitoring system |
| CN108871268B (en) * | 2018-07-13 | 2021-02-02 | 湖南联智科技股份有限公司 | Tunnel under-excavation numerical calculation method based on laser point cloud |
| CN109059792A (en) * | 2018-07-19 | 2018-12-21 | 汪俊 | Dynamic 3 D tunnel cross-section shape changing detection and analysis system, method and device |
| CN109214994B (en) * | 2018-08-10 | 2022-02-01 | 河海大学 | Tunnel dense point cloud noise elimination method based on double control points |
| CN109543283B (en) * | 2018-11-20 | 2023-08-25 | 成都天佑智隧科技有限公司 | Internal force and confining pressure calculation method based on structural convergence deformation |
| CN109736894B (en) * | 2018-11-27 | 2020-07-03 | 中国矿业大学 | Monitoring system, monitoring method and early warning method for coal mine roadway surrounding rock disasters |
| CN109556529B (en) * | 2018-12-14 | 2020-11-17 | 中铁隧道局集团有限公司 | Tunnel deformation monitoring and analyzing method based on grid projection point cloud processing technology |
| CN109372545B (en) * | 2018-12-19 | 2020-06-05 | 上海勘察设计研究院(集团)有限公司 | Method for evaluating opening degree of bottom joint of circular shield through joint tunnel segment |
| CN109993697A (en) * | 2019-03-19 | 2019-07-09 | 中交第二航务工程局有限公司 | A kind of method of tunnel three-dimensional laser data prediction |
| CN111752308B (en) * | 2019-03-26 | 2022-09-20 | 上海京海工程技术有限公司 | Method for correcting moving scanning posture in circular shield tunnel |
| CN110411361B (en) * | 2019-05-15 | 2021-08-17 | 首都师范大学 | Laser detection data processing method for mobile tunnel |
| CN110160463B (en) * | 2019-05-17 | 2021-11-12 | 中国电建集团西北勘测设计研究院有限公司 | Subway tunnel out-of-roundness detection method based on static laser scanning |
| CN110186396B (en) * | 2019-06-05 | 2021-04-30 | 中南大学 | Device and method for acquiring TBM tunnel morphology three-dimensional point cloud data |
| CN110375722A (en) * | 2019-06-25 | 2019-10-25 | 北京工业大学 | A method of duct pieces of shield tunnel joint open is extracted based on point cloud data |
| CN110660094A (en) * | 2019-09-23 | 2020-01-07 | 上海市建筑科学研究院 | Subway tunnel mobile scanning point cloud fine division method based on image recognition |
| CN110542388A (en) * | 2019-09-26 | 2019-12-06 | 贵州大学 | Tunnel face deformation alarm method based on mobile three-dimensional laser scanning |
| CN110986860B (en) * | 2019-10-22 | 2021-01-01 | 武汉大学 | Tower column inclination determination method based on intelligent robot |
| CN111127312B (en) * | 2019-12-25 | 2023-08-22 | 武汉理工大学 | Method for extracting circles from point clouds of complex objects and scanning device |
| CN111174721A (en) * | 2019-12-27 | 2020-05-19 | 中国特种设备检测研究院 | Hoisting mechanical structure deformation detection method based on three-dimensional laser scanning |
| CN111085837B (en) * | 2019-12-28 | 2021-11-23 | 成都行必果光电科技有限公司 | Automatic assembly position attitude measurement method |
| CN111336990B (en) * | 2020-03-27 | 2021-04-13 | 南京航空航天大学 | Tunnel section convergence rapid analysis method and device |
| CN111336991A (en) * | 2020-03-27 | 2020-06-26 | 南京航空航天大学 | Tunnel ellipticity analysis method, device and system based on laser point cloud |
| CN111524103B (en) * | 2020-04-10 | 2023-10-13 | 山东科技大学 | Round tunnel central axis extraction method based on three-dimensional laser point cloud |
| CN111412851B (en) * | 2020-04-13 | 2021-09-07 | 成都大亦科技有限公司 | Method for measuring deformation based on laser |
| CN111366101A (en) * | 2020-04-18 | 2020-07-03 | 中建七局第四建筑有限公司 | Real-time monitoring and early warning method for deep foundation pit based on three-dimensional laser scanning technology |
| CN111442736B (en) * | 2020-04-29 | 2021-09-17 | 安徽国钜工程机械科技有限公司 | Railway tunnel deformation detection method and device based on laser scanner |
| CN113624194A (en) * | 2020-05-06 | 2021-11-09 | 中国石油化工股份有限公司 | Method and device for monitoring safety state of transverse deformation pipeline |
| CN111561878B (en) * | 2020-05-06 | 2022-02-18 | 上海市建筑科学研究院有限公司 | Point cloud error correction method based on mobile 3D laser scanning |
| CN111709075B (en) * | 2020-06-05 | 2023-01-24 | 中国铁道科学研究院集团有限公司基础设施检测研究所 | Tunnel local deformation identification method and device |
| CN113269679B (en) * | 2021-02-03 | 2023-08-04 | 南京市测绘勘察研究院股份有限公司 | Method for extracting central line of circular tunnel structure |
| CN113251919B (en) * | 2021-04-28 | 2023-04-07 | 中铁第四勘察设计院集团有限公司 | Coordinate transformation-based cylinder point cloud data fitting method and device |
| CN113137949B (en) * | 2021-05-06 | 2022-11-01 | 山东省路桥工程设计咨询有限公司 | Simple and convenient measuring method for middle piles and cross sections of highway based on functional difference |
| CN113538688A (en) * | 2021-06-11 | 2021-10-22 | 国网上海市电力公司 | Municipal infrastructure monitoring operation and maintenance method, system and storage medium |
| CN113865570B (en) * | 2021-10-15 | 2024-05-10 | 博迈科海洋工程股份有限公司 | Method for measuring verticality of steel structure round upright post |
| CN114346528A (en) * | 2021-12-09 | 2022-04-15 | 成都卡诺普机器人技术股份有限公司 | Method for high-precision identification of plate pipe welding seam and acquisition of welding track based on laser scanning |
| CN114620091A (en) * | 2022-04-11 | 2022-06-14 | 南京拓控信息科技股份有限公司 | Train wheel out-of-roundness detection method based on three-dimensional information |
| CN115435713B (en) * | 2022-10-19 | 2023-01-10 | 天津腾飞钢管有限公司 | Pipe expansion straightness laser measurement system and measurement method |
| CN115597569B (en) * | 2022-10-31 | 2024-05-14 | 上海勃发空间信息技术有限公司 | Method for measuring relative position relation between pile and ship by using section scanner |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101246007A (en) * | 2007-02-12 | 2008-08-20 | 上海地铁运营有限公司 | Tunnel convergence monitoring method |
| CN101943577A (en) * | 2010-08-16 | 2011-01-12 | 上海地铁盾构设备工程有限公司 | Metro tunnel fracture surface deformation detection system |
| CN103806478A (en) * | 2014-01-15 | 2014-05-21 | 同济大学 | Method for measuring deformation of underground diaphragm wall |
-
2015
- 2015-04-02 CN CN201510154900.6A patent/CN104792274B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101246007A (en) * | 2007-02-12 | 2008-08-20 | 上海地铁运营有限公司 | Tunnel convergence monitoring method |
| CN101943577A (en) * | 2010-08-16 | 2011-01-12 | 上海地铁盾构设备工程有限公司 | Metro tunnel fracture surface deformation detection system |
| CN103806478A (en) * | 2014-01-15 | 2014-05-21 | 同济大学 | Method for measuring deformation of underground diaphragm wall |
Non-Patent Citations (3)
| Title |
|---|
| 利用三维点云数据的地铁隧道断面连续截取方法研究;托雷 等;《武汉大学学报·信息科学版》;20130228;第38卷(第2期);171-175,185 * |
| 基于三维激光扫描技术的曲面变形监测;王婷婷 等;《测绘通报》;20111231(第3期);4-6 * |
| 基于地面三维激光扫描技术的隧道全断面变形测量方法;谢雄耀 等;《岩石力学与工程学报》;20131130;第32卷(第11期);2214-2224 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2020070668A1 (en) * | 2018-10-05 | 2020-04-09 | Sica S.P.A. | Method and device for measuring the dimensions of the transversal cross-section of pipes |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104792274A (en) | 2015-07-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104792274B (en) | A kind of measuring method of circular tunnel convergent deformation | |
| CN107093206B (en) | Method for rapid BIM modeling by using 3D laser scanning technology | |
| CN110095060A (en) | Steel construction rapid quality detection method based on 3-D scanning technology | |
| CN109459439B (en) | Tunnel lining crack detection method based on mobile three-dimensional laser scanning technology | |
| CN108710732B (en) | Method for evaluating and predicting wear of shield cutter in service period | |
| CN112282847B (en) | Deformation monitoring method for underground coal mine roadway | |
| CN111578916B (en) | Intelligent paying-off construction method in decoration engineering based on BIM technology | |
| CN107762559B (en) | Method and system for evaluating tunnel over-under-excavation condition | |
| CN103644860B (en) | Large space free curved face measurement method | |
| CN105756711B (en) | Constructing tunnel based on 3 D laser scanning, which just props up, invades limit monitoring analysis and early warning method | |
| CN102798412B (en) | Method for evaluating construction quality of tunnel drilling and blasting based on three-dimensional laser scanning | |
| CN109146711A (en) | A method of comprehensive utilization BIM technology and 3D laser scanning system Optimizing construction | |
| CN103806478A (en) | Method for measuring deformation of underground diaphragm wall | |
| CN108844522A (en) | A kind of shield tunnel section center extraction method based on 3 D laser scanning | |
| CN106441136B (en) | Rectangular shield phase of boring tunneling boring deformation monitoring method | |
| CN109341671A (en) | The method for extracting shield tunnel liner faulting of slab ends amount based on point cloud data | |
| CN112884647A (en) | Embedded part construction positioning method based on BIM point cloud technology guidance | |
| CN115560690B (en) | Structure integral deformation analysis method based on three-dimensional laser scanning technology | |
| CN108007374A (en) | A kind of building deformation laser point cloud data grid deviation analysis method | |
| CN106844960B (en) | A kind of method of the reverse modeling of tubular weldment steel structure net rack | |
| CN110646159A (en) | Construction method for high-precision control and measurement of cast-in-place bare concrete wind tunnel | |
| CN110542388A (en) | Tunnel face deformation alarm method based on mobile three-dimensional laser scanning | |
| CN113221221A (en) | BIM technology-based method for positioning prestressed pipeline on precast beam | |
| CN110160463A (en) | A kind of subway tunnel out-of-roundness detection method based on static laser scanning | |
| CN102495879A (en) | Industrial overhead pipeline measurement method based on ground LIDAR (Light Detection And Ranging) |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant |