CN112329705B - Method for monitoring maximum deformation in lifting process of large-scale structure - Google Patents
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Abstract
The invention discloses a method for monitoring the maximum deformation in the lifting process of a large-scale structure, which comprises the steps of carrying out laser irradiation on the surface of the structure to form laser speckles, using a CCD camera to shoot according to a certain time interval when the structure is not lifted and in the lifting process, processing a gray-scale image obtained by shooting by using an image acquisition card to obtain pixel point coordinates of the speckles, carrying out clustering processing on coordinate data by using a K-means module in Python, selecting a clustering central point in each speckle as an approximate substitute of the position of the speckle, calculating the offset of corresponding pixel points in matlab, obtaining the maximum offset, drawing a line graph of which the offset changes along with time, and immediately stopping the machine for maintenance if the line graph has special conditions in the lifting process. The invention can improve the measurement precision of the surface deformation of the structure, simplify the setting process of the measuring device, reduce the use cost and greatly improve the measurement efficiency.
Description
Technical Field
The invention relates to a method for monitoring deformation of a large structure, in particular to a method for monitoring maximum deformation of the large structure in a lifting process.
Background
When a large-sized structure is installed and transported, the large-sized structure needs to be lifted through a lifting point on the structure or a fulcrum on the structure is lifted, the large-sized structure can be deformed under the unstable condition generated in the lifting or lifting process, and engineering accidents can be caused when the deformation of the large-sized structure exceeds a critical value.
The span of the large-scale structure is large, the allowable deformation in the lifting process is small, and the structure deformation in the lifting process of the large-scale structure is difficult to accurately measure by using a traditional displacement sensor and an angle inclination sensor. The more accurate measurement method is to measure the surface to be measured by adopting a static level gauge, but the method has complex device setting process, usually needs debugging for several days for one-time measurement, can only measure aiming at a horizontal plane, and has less application scenes.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provide a non-contact real-time monitoring method which can improve the deformation measurement precision, simplify the device setting process, reduce the use cost and greatly improve the measurement efficiency.
The invention discloses a method for monitoring the maximum deformation in the lifting process of a large-scale structure, which comprises the following steps:
step one, collecting a gray level image of an initial state when the surface of a structure is not lifted and a state in the lifting process by using a CCD camera, wherein the specific process is as follows:
the method comprises the following steps that firstly, laser is adopted to irradiate the surface of a structure, so that a plurality of laser speckles which are approximately circular are generated on the surface of the structure, the central lines of the laser speckles are parallel to each other and are uniformly distributed on the surface of the structure, and the position of a CCD camera is adjusted, so that the lens plane of the CCD camera is parallel to the surface of the structure which generates the laser speckles;
secondly, shooting the surface of the structure generating the laser speckles by using a CCD camera according to a set time interval when the structure is not lifted and in the lifting process, and obtaining a gray level image of the laser speckles on the surface of the structure at different moments;
and secondly, performing data extraction and data storage on each gray-scale image obtained by the CCD camera by using SQL Server software, wherein the specific process is as follows:
firstly, SQL Server software is used for creating an image information database, and then n laser speckle pixel point position tables A are established in the image information databaseiN cluster central point disorder table UiAnd n cluster central points ordered table SiI is 1 … n, and the tables with the same subscript i have corresponding relation with each other;
secondly, transmitting the gray level image obtained by the CCD camera to a computer externally connected with an image acquisition card through a network or a circuit;
thirdly, the computer reads the gray level images of the laser speckles on the surface of the structure at different moments by using an image acquisition card, establishes an image coordinate system with the coordinate origin positioned at the lower left corner of the image in each gray level image, records the total number k of the laser speckles, selects a pixel point in each laser speckle image according to a set sequence as an approximate substitution position of the laser speckle position and extracts selected pixel point coordinate data, and sequentially and respectively stores each pixel point coordinate data selected from each gray level image into a laser speckle pixel point position table corresponding to each gray level image in a list form;
step three, utilizing a K-means module in Python to respectively perform a table A of the positions of the laser speckle pixel pointsiCarrying out clustering processing on coordinate data of each pixel point, wherein the specific process is as follows:
firstly, leading in a K-means module in Python, establishing connection with an SQL Server database, and extracting a laser speckle pixel point position table Ai;
Secondly, the position table A of each laser speckle pixel point is usediDividing all pixel point coordinate data into K feature spaces with similar sizes in sequence from front to back in a list by using a K-means module respectively, and randomly selecting a point in each feature space as an initial clustering central point;
thirdly, respectively calculating a position table A of each laser speckle pixel pointiThe distance from all pixel points to each initial clustering center point is compared, then the distance from each pixel point to each initial clustering center point is compared, each pixel point closest to each initial clustering center point is recombined with the initial clustering center point to form a reconstruction feature space, k reconstruction feature spaces are formed,
fourthly, calculating a position table A of each laser speckle pixel pointiMean value of horizontal and vertical coordinates of all pixel points in each reconstruction characteristic spaceAndformed point) As the coordinates of the new cluster center point of each reconstructed feature space;
fifthly, adopting a position table A of each laser speckle pixel pointiThe coordinates of the new clustering center point of each reconstructed feature space replace the coordinates of the initial clustering center point in the third step, and the third step and the fifth step are repeated until the laser speckle pixel point position table AiThe coordinates of the new clustering center point in each reconstructed feature space are not changed any more, and the coordinates of the final clustering center point are obtained;
sixthly, the position table A of each laser speckle pixel point in the fifth step is displayediThe coordinates of each final clustering central point in the cluster central point list are respectively stored into a clustering central point disorder table U in an SQL database corresponding to the laser speckle pixel point position tableiPerforming the following steps;
step four, using SQL Server software to carry out data sequencing and index correspondence to the cluster center point unordered table, and the concrete process is as follows:
firstly, SQL Server software is adopted to arrange a table S in order at each cluster central pointiAllocating k blank storage areas in the middle, and sequentially allocating 1 … k index values;
step two, respectively calculating the ith cluster central point disorder table UiIn each final clustering center point and the (i-1) th clustering center point ordered table Si-1The distance between the k coordinate points is sorted with the i-1 st cluster center pointi-1The ith cluster center point disorder table U with each coordinate point nearest to the coordinate pointiThe final clustering center point coordinate in the table S is sorted in the ith-1 clustering center point according to the final clustering center pointi-1The index value in the table is stored in the same index value position in the ith cluster central point ordered table; wherein i-0 indicates that the structure is not lifted, and in the 0 th clusterCentral point disorder table U0The coordinates of the final cluster central point in the table are directly and sequentially stored into the 0 th cluster central point ordered table S0Performing the following steps;
step five, drawing the image of the offset of the deformation area on the surface of the structure by utilizing matlab software, wherein the specific process is as follows:
step one, using the 0 th clustering central point to sequence the table S0Taking the coordinates of each final clustering center point as a reference, and calculating the 0 th clustering center point ordered list S by using matlab software0The coordinates of each final clustering center point in the table are respectively compared with the ith clustering center point ordered table SiThe position offset epsilon between the coordinates of each cluster central point at the position with the same middle index valuejAnd an amount of angular offset
Secondly, obtaining each cluster central point ordered list S by utilizing the math toolkit in the matlabiEach final cluster central point and 0 th cluster central point ordered table S0The maximum position offset epsilon of the structure surface is compared with the final clustering center point of each same index valuemaxAnd an amount of angular offsetThen, the data is sorted by the cluster central point SiThe shooting time corresponding to the gray-scale map of the laser speckle of the surface of the structure respectively corresponds to X-axis coordinates, and the maximum position offset epsilon of the surface of the structure corresponding to each cluster central point ordered tablemaxAnd an amount of angular offsetDrawing a line graph of the change of the offset with time for the ordinate;
and step six, in the line graph of the deviation amount changing along with the time in the step five, if the maximum position deviation amount and the maximum angle deviation amount of the surface of the structure are close to the preset critical deformation amount, the curve slope is overlarge and the curve slope generates a sudden change, the lifting work is immediately stopped, the related fixed lifting point is fixedly strengthened, and the lifting is continued after the lifting standard is reached.
The invention has the advantages that: the method has the advantages that the deformation of each point on the large-scale structure in the lifting process is measured in real time by using a high-precision image recognition technology, the deformation is monitored in real time, engineering accidents caused by the fact that the deformation of the large-scale structure exceeds a critical value are prevented, the method can be used for solving the problem of measuring the maximum deformation of the large-scale structure in the installation and transportation processes of the large-scale structure, and the method is simple in operation, visible in result, stable, reliable and wide in adaptability.
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FIG. 1 is a flow chart of a method for monitoring maximum deformation during the lifting process of a large structure.
Detailed Description
The invention is described in detail below with reference to the figures and specific embodiments.
The working principle of the invention is as follows: 1. firstly, carrying out laser irradiation on the surface of a structure to form approximately circular speckles, wherein all rows and all columns of the speckles are parallel to each other, and the speckles are similar in size and uniform in distribution; 2. in the lifting process, the speckles can be changed in position and shape, but because the deformation of the large-scale structure belongs to micro deformation, each row and each column of the speckles can still be regarded as approximately parallel in the lifting process; 3. selecting a small pixel point in each speckle as an approximate substitute of the speckle position; 4. calculating the offset of the corresponding pixel points can approximately replace the offset of the laser speckles, and the deformation of the surface of the structure is monitored through the offset of the laser speckles.
Based on the principle, the method of the invention comprises the following steps:
as shown in fig. 1, the method for monitoring the maximum deformation amount in the lifting process of the large structure of the present invention comprises the following steps:
step one, collecting a gray level image of an initial state when the surface of a structure is not lifted and a state in the lifting process by using a CCD camera, wherein the specific process is as follows:
the method comprises the steps that firstly, the surface of a structure is irradiated by laser to enable the surface of the structure to generate a plurality of laser speckles which are approximately circular, the central lines of the laser speckles are parallel to each other and evenly distributed on the surface of the structure, the position of a CCD camera is adjusted to enable the lens plane of the CCD camera to be parallel to the surface of the structure which generates the laser speckles, and measuring errors are reduced.
And secondly, shooting the surface of the structure generating the laser speckles by using a CCD camera according to a set time interval (such as 0.1S) when the structure is not lifted and in the lifting process, and obtaining a gray level image of the laser speckles on the surface of the structure at different moments.
And secondly, performing data extraction and data storage on each gray-scale image obtained by the CCD camera by using SQL Server software, wherein the specific process is as follows:
firstly, SQL Server software is used for creating an image information database, and then n laser speckle pixel point position tables A are established in the image information databaseiN cluster central point disorder table UiAnd n cluster central points ordered table SiI is 1 … n, and the tables with the same index i have a corresponding relationship with each other.
And secondly, transmitting the gray level image obtained by the CCD camera to a computer externally connected with an image acquisition card through a network or a circuit.
Thirdly, the computer reads the gray level images of the laser speckles on the surface of the structure at different moments by using an image acquisition card, establishes an image coordinate system with the coordinate origin positioned at the lower left corner of the image in each gray level image, records the total number k of the laser speckles, selects a pixel point in each laser speckle image as an approximate substitution position of the laser speckle position according to a set sequence (from top to bottom and from left to right, for example), extracts the coordinate data of the selected pixel point, and sequentially and respectively stores the coordinate data of each pixel point selected from each gray level image into a laser speckle pixel point position table corresponding to each gray level image in a list form, namely the coordinate of the pixel point selected from the same gray level image is stored into the same laser speckle pixel point position table.
Thirdly, respectively carrying out speckle image processing on each laser by using a K-means module in PythonPlain dot position table AiClustering the coordinate data of each pixel point, wherein the specific process is as follows:
firstly, leading in a K-means module in Python, establishing connection with an SQL Server database, and extracting a laser speckle pixel point position table Ai。
Secondly, the position table A of each laser speckle pixel point is usediAll the pixel point coordinate data in the cluster are divided into K feature spaces with similar sizes in sequence from front to back in the list by using a K-means module respectively, and a point is randomly selected in each feature space to serve as an initial clustering central point.
Thirdly, respectively calculating a position table A of each laser speckle pixel pointiThe distance from all the internal pixel points to each initial clustering center point is compared, then the distance from each pixel point to each initial clustering center point is compared, each pixel point closest to each initial clustering center point is recombined with the initial clustering center point to form a reconstruction feature space, k reconstruction feature spaces are formed, and the distance formula is as follows:
in the formulaAndtable A for indicating any laser speckle pixel positioniThe abscissa and ordinate of any one of the pixel points,andtable A for indicating any laser speckle pixel positioniThe abscissa and the ordinate of the initial clustering center point corresponding to any one feature space.
Fourthly, calculating a position table A of each laser speckle pixel pointiMean value of horizontal and vertical coordinates of all pixel points in each reconstruction characteristic spaceAndformed point) As the coordinates of the new cluster center point for each reconstructed feature space, wherein:
in the formulaRespectively representing the abscissa sum and the ordinate sum, n, of all pixel points in each reconstruction spacejAnd representing the total number of all pixel points in each reconstruction space. j denotes the jth feature space, njRepresenting the total number of pixel points in the jth characteristic space, w representing the w-th pixel point in the jth characteristic space,andand (4) representing the horizontal and vertical coordinates of the w-th pixel point in the j-th feature space.
Fifthly, adopting a position table A of each laser speckle pixel pointiCoordinates of the new cluster center point of each reconstructed feature space in the third step replace the coordinates of the initial cluster center point in the third stepAnd repeating the third step and the fifth step until the laser speckle pixel point position table AiThe coordinates of the new clustering center point in each reconstructed feature space are not changed any more, and the coordinates of the final clustering center point are obtained.
Sixthly, the position table A of each laser speckle pixel point in the fifth step is displayediThe coordinates of each final clustering central point in the cluster central point list are respectively stored into a clustering central point disorder table U in an SQL database corresponding to the laser speckle pixel point position tableiIn (1).
Step four, using SQL Server software to carry out data sequencing and index correspondence to the cluster center point unordered table, and the specific process is as follows:
firstly, SQL Server software is adopted to arrange a table S in each cluster central pointiAllocating k blank storage areas in the middle, and sequentially allocating 1 … k index values;
step two, respectively calculating the ith cluster central point disorder table UiIn each final clustering center point and the (i-1) th clustering center point ordered table Si-1The distance between the k coordinate points is sorted with the i-1 st cluster center pointi-1In the ith cluster central point disorder table U with each coordinate point closest to each otheriThe final clustering center point coordinate in the table S is sorted in the ith-1 clustering center point according to the final clustering center pointi-1The index value in the table is stored in the same index value position in the ith cluster central point ordered table; wherein, i is 0 and represents the structure is not lifted, the 0 th cluster central point unordered table U0The coordinates of the final cluster central point in the table are directly and sequentially stored into the 0 th cluster central point ordered table S0In (1).
This step is illustrated below by way of example: suppose that the 6 th cluster center point unordered table U is currently being sorted6Processing is carried out, and the 5 th cluster central point ordered table S5After completion of the filling, 3 pieces of coordinate data are stored in the two tables, respectively. Firstly, in the 6 th cluster center point ordered table S63 blank storage areas are distributed and index values of 1-3 are distributed in sequence; then, take out U61 st coordinate d1Separately calculate d1And S5Distance of 3 coordinates in, let d1Closest to the 2 nd coordinate point, the index value 2 is obtained, and S is carried out6Find the blank storage area with index 2, and find d1Storing the position; then, for U6Middle 2 nd coordinate d23 rd coordinate d3Performing the same operation, and adding S6And (5) completing filling.
Step five, drawing the image of the offset of the deformation area on the surface of the structure by utilizing matlab software, wherein the specific process is as follows:
step one, using the 0 th clustering central point to sequence the table S0Taking the coordinates of each final clustering central point as a reference, and adopting matlab software to calculate the 0 th clustering central point ordered list S0The coordinates of each final clustering central point in the table are respectively ordered with the ith clustering central point SiThe position offset epsilon between the coordinates of each cluster center point at the same position of the middle index valuejAnd an amount of angular offsetWherein:
in the formulaFor the 0 th cluster central point ordered table S0The abscissa and ordinate of the center point of each final cluster having a medium index value of j,ordered list S for representing ith cluster center pointiThe abscissa and ordinate of each clustering center point with the middle index value of j, and F represents the amplification factor between the image length and the actual length, which can be flat according to the lens of the CCD cameraThe distance between the surface and the surface of the structure is selected, the larger the distance is, the larger the value of F is, and the general value range is 2-20.
Secondly, obtaining each cluster central point ordered list S by utilizing the math toolkit in the matlabiEach final cluster center point and 0 th cluster center point in the ordered list S0The maximum position offset epsilon of the structure surface is compared with the final clustering center point of each same index valuemaxAnd an amount of angular offsetThen, the data is sorted by the cluster central point SiThe shooting time corresponding to the gray-scale map of the laser speckle of the surface of the structure respectively corresponds to X-axis coordinates, and the maximum position offset epsilon of the surface of the structure corresponding to each cluster central point ordered tablemaxAnd an amount of angular offsetPlotting a line graph of the offset over time for the ordinate, wherein:
εmax=MAX(ε1,...,εj...,εk)
in the formula epsilon1...εj...εkIndicating the position offset of all cluster center point coordinates at the ith time,and the angular offset of the coordinates of the center points of all clusters at the ith moment is represented.
And step six, in the line graph of which the offset changes along with time in the step five, if the maximum position offset and the maximum angle offset of the surface of the structure are close to the preset critical deformation, the curve slope is overlarge, the curve slope is suddenly changed and the like, which indicates that the surface of the structure generates larger deformation in the lifting process, the lifting work is immediately stopped, and the related fixed lifting points (hanging rings welded on the surface of the structure, supporting points used for hydraulic lifting and the like) are fixed and reinforced by adopting the existing method, so that the lifting is continued after the lifting standard is reached.
Claims (1)
1. A method for monitoring the maximum deformation in the lifting process of a large-scale structure is characterized by comprising the following steps:
step one, collecting a gray level image of an initial state when the surface of a structure is not lifted and a state in the lifting process by using a CCD camera, wherein the specific process is as follows:
the method comprises the following steps that firstly, laser is adopted to irradiate the surface of a structure, so that a plurality of laser speckles which are approximately circular are generated on the surface of the structure, the central lines of the laser speckles are parallel to each other and are uniformly distributed on the surface of the structure, and the position of a CCD camera is adjusted, so that the lens plane of the CCD camera is parallel to the surface of the structure which generates the laser speckles;
when the structure is not lifted and in the lifting process, shooting the surface of the structure generating the laser speckles by using a CCD camera according to a set time interval to obtain a gray-scale image of the laser speckles on the surface of the structure at different moments;
and secondly, performing data extraction and data storage on each gray-scale image obtained by the CCD camera by using SQL Server software, wherein the specific process is as follows:
firstly, SQL Server software is used for creating an image information database, and then n laser speckle pixel point position tables A are established in the image information databaseiN cluster central point disorder table UiAnd n cluster central points ordered table SiI is 1 … n, and the tables with the same subscript i have corresponding relation with each other;
secondly, transmitting the gray level image obtained by the CCD camera to a computer externally connected with an image acquisition card through a network or a circuit;
thirdly, the computer reads the gray level images of the laser speckles on the surface of the structure at different moments by using an image acquisition card, establishes an image coordinate system with the coordinate origin positioned at the lower left corner of the image in each gray level image, records the total number k of the laser speckles, selects a pixel point in each laser speckle image according to a set sequence as an approximate substitution position of the laser speckle position and extracts selected pixel point coordinate data, and sequentially and respectively stores each pixel point coordinate data selected from each gray level image into a laser speckle pixel point position table corresponding to each gray level image in a list form;
step three, utilizing a K-means module in Python to respectively perform a table A of the positions of the laser speckle pixel pointsiClustering the coordinate data of each pixel point, wherein the specific process is as follows:
firstly, leading in a K-means module in Python, establishing connection with an SQL Server database, and extracting a laser speckle pixel point position table Ai;
Secondly, the position table A of each laser speckle pixel point is calculatediDividing all pixel point coordinate data into K feature spaces with similar sizes in sequence from front to back in a list by using a K-means module respectively, and randomly selecting a point in each feature space as an initial clustering central point;
thirdly, respectively calculating a position table A of each laser speckle pixel pointiThe distance from all pixel points to each initial clustering center point is compared, then the distance from each pixel point to each initial clustering center point is compared, each pixel point closest to each initial clustering center point is recombined with the initial clustering center point to form a reconstruction feature space, k reconstruction feature spaces are formed,
fourthly, calculating a position table A of each laser speckle pixel pointiMean value of horizontal and vertical coordinates of all pixel points in each reconstruction characteristic spaceAndformed pointAs the coordinates of the new cluster center point of each reconstructed feature space;
fifthly, adopting a position table A of each laser speckle pixel pointiThe coordinates of the new clustering center point of each reconstructed feature space replace the coordinates of the initial clustering center point in the third step, and the third step and the fifth step are repeated until the laser speckle pixel point position table AiThe coordinates of the new clustering center point in each reconstructed feature space are not changed any more, and the coordinates of the final clustering center point are obtained;
sixthly, the position table A of each laser speckle pixel point in the fifth stepiThe coordinates of each final clustering central point in the cluster central point list are respectively stored into a clustering central point disorder table U in an SQL database corresponding to the laser speckle pixel point position tableiPerforming the following steps;
step four, using SQL Server software to carry out data sequencing and index correspondence to the cluster center point unordered table, and the concrete process is as follows:
firstly, SQL Server software is adopted to arrange a table S in each cluster central pointiAllocating k blank storage areas in the middle, and sequentially allocating 1 … k index values;
step two, respectively calculating the ith cluster central point disorder table UiIn each final clustering central point and the (i-1) th clustering central point ordered table Si-1The distance between the k coordinate points is sorted with the i-1 st cluster center pointi-1The ith cluster center point disorder table U with each coordinate point nearest to the coordinate pointiThe final clustering center point coordinate in the table S is sorted in the ith-1 clustering center point according to the final clustering center pointi-1The index value in the table is stored in the same index value position in the ith cluster central point ordered table; wherein, i is 0 and represents the structure is not lifted, the 0 th cluster central point unordered table U0The coordinates of the final cluster central point in the table are directly and sequentially stored into the 0 th cluster central point ordered table S0Performing the following steps;
step five, drawing the image of the offset of the deformation area on the surface of the structure by utilizing matlab software, wherein the specific process is as follows:
first, using 0 th clustering central point to order table S0Taking the coordinates of each final clustering center point as a reference, and calculating the 0 th clustering center point ordered list S by using matlab software0The coordinates of each final clustering center point in the table are respectively compared with the ith clustering center point ordered table SiThe position offset epsilon between the coordinates of each cluster center point at the same position of the middle index valuejAnd an amount of angular offset
Secondly, obtaining each cluster central point ordered list S by utilizing the math toolkit in the matlabiEach final cluster central point and 0 th cluster central point ordered table S0The maximum position offset epsilon of the structure surface is compared with the final clustering center point of each same index valuemaxAnd an amount of angular offsetThen, the data is sorted by the cluster central point SiThe shooting time corresponding to the gray-scale map of the laser speckle of the surface of the structure respectively corresponds to X-axis coordinates, and the maximum position offset epsilon of the surface of the structure corresponding to each cluster central point ordered tablemaxAnd an amount of angular offsetDrawing a line graph of the change of the offset with time for the ordinate;
and step six, in the line graph of the deviation amount changing along with the time in the step five, if the maximum position deviation amount and the maximum angle deviation amount of the surface of the structure are close to the preset critical deformation amount, the curve slope is overlarge and the curve slope generates a sudden change, the lifting work is immediately stopped, the related fixed lifting point is fixedly strengthened, and the lifting is continued after the lifting standard is reached.
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