CN104794274B - A kind of dynamic based on graphical analysis rolls thickness analysis and jumps storehouse method with automatic - Google Patents
A kind of dynamic based on graphical analysis rolls thickness analysis and jumps storehouse method with automatic Download PDFInfo
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- CN104794274B CN104794274B CN201510179438.5A CN201510179438A CN104794274B CN 104794274 B CN104794274 B CN 104794274B CN 201510179438 A CN201510179438 A CN 201510179438A CN 104794274 B CN104794274 B CN 104794274B
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Abstract
Thickness analysis and automatic jump storehouse method are rolled the present invention relates to a kind of dynamic based on graphical analysis, this method includes:Elevation map is set up as color thresholding mapping table;Plane coordinates distribution core is pressed into grating image after obtaining color value as color thresholding mapping table according to the high-level diagram, is formed a colour or gray scale picture, that is, is obtained original elevation map;Dynamic track drafting figure successively, forms another coloured picture or gray-scale map, as final elevation map in chronological order;Drawn by trajectory time inverted sequence, obtain a coloured picture or gray-scale map, be to roll elevation map for the first time;The picture for obtaining three is drawn into compacted depth distribution map.The inventive method directly using initial three-dimensional terrain information or a upper base layer roll track and Height Analysis achievement, with reference to image analysis technology, realize that the thick analysis layer by layer of dynamic compaction Thickness Analysis, base judges with automatic storehouse of jumping, with wide applicability and technical advance.
Description
Technical field
The present invention relates to roller compaction construction base layer thickness control, thickness is rolled in particular to a kind of dynamic based on graphical analysis
Analysis jumps storehouse method with automatic.
Background technology
Roller compaction construction base layer thickness control and base layer uniformity controlling are the key index of roller compaction construction quality control, thickness
Analysis is the important content of roller compaction construction analysis.Traditional thickness analysis, general use is the Thickness Analysis based on simple rule,
The bottom for thinking rolling operation face is a preferable plane, and the elevation obtained in work progress is subtracted to the height of baseplane
Journey, can obtain the thickness of base layer, this method is applicable to relatively regular operation surface construction, but be ground in highway bed construction
It can not be just applicable when pressure (middle slightly higher, both sides are lower slightly), oblique layer method roller compaction construction;Later people are used based on Three dimensions control point
Modeling method, this method forms three-dimensional initial land form based on control point, and then carries out layer thickness control, but control point in the method
Parameter setting work amount is big, it is impossible to realize that Dynamic Construction is analyzed.
The content of the invention
The object of the invention, which is used, to be overcome above-mentioned the deficiencies in the prior art and provides a kind of dynamic based on graphical analysis and roll
Thickness is analyzed jumps storehouse method with automatic, and this method includes:
(1) elevation map is set up as color thresholding mapping table;
(2) when rolling for the first time, height datum value is defined, after measurement initial land form elevation and a reference value are subtracted each other, forming layer
Thick deviation, plane coordinates distribution core is pressed to grid map after obtaining color value as color thresholding mapping table according to the high-level diagram
As in, a colour or gray scale picture are formed, that is, obtains original elevation map;
(3) collection in worksite is rolled into track data, above-mentioned elevation pattern colour is consulted according to the elevation information of trajectory coordinates
Color mapping table, with reference to trajectory plane coordinate and muller width information, using currently rolling the corresponding color-values in region, obtained color
Multimedia message uses covering and drawing pattern, in chronological order dynamic track drafting figure successively, forms another coloured picture or gray-scale map,
As final elevation map;
(4) in above-mentioned steps (3), drawn by trajectory time inverted sequence, obtain a coloured picture or gray-scale map, be first grind
Press elevation map;
(5) step (2), (3), (4) are obtained with the color of the picture, once acquisition corresponding points of three, and it is inclined to obtain color
Shifting amount, reversely consults mapping table, obtains the difference of 2 elevations;According to this difference, then draw and to form thickness analysis chart;Wherein
Final elevation map and original elevation map comparative analysis, draw out and roll thickness analysis chart;Roll elevation map and original elevation for the first time
Figure comparative analysis, draws out stone and rolls thickness analysis chart;Thickness analysis chart will be rolled and roll the contrast of thickness analysis chart with first,
Draw compacted depth distribution map;
(6) according to the layer thickness control parameter of setting, with reference to the compacted depth distribution map drawn, count different based on pixel
Distribution pixel quantity, conjunction grid point distribution, the qualification rate of thickness;
(7) to the compacted depth distribution map of dynamic formation, if there is the region that thickness is compacted well beyond theory, system
It is considered to have started a new base layer, realizes automatic jump storehouse, i.e., after corresponding time point, restarts newly to roll base layer
Monitoring with analysis work;
(8) it is completed roll new base layer roller compaction construction is organized on base layer again when, directly according to a upper base
Layer roll performance data, be used as original elevation map carry out thickness analysis judge.
In the above-mentioned technical solutions, using gray scale thresholding or 24 colored thresholdings, elevation map picture is mapped as by unified spacing
Color thresholding.
The inventive method directly using initial three-dimensional terrain information or a upper base layer roll track and Height Analysis into
Really, with reference to image analysis technology, realize that the thick analysis layer by layer of dynamic compaction Thickness Analysis, base judges with automatic storehouse of jumping, with wider
General applicability and technical advance.
Brief description of the drawings
Fig. 1 is that the dynamic of the invention based on graphical analysis rolls thickness analysis and the automatic flow chart for jumping storehouse method.
Fig. 2 is elevation map as color thresholding mapping table.
Fig. 3 is dynamic trajectory figure in chronological order with inverted sequence drafting.
Fig. 4 is the elevation diagrammatic cross-section after rolling twice.
Embodiment
The present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
As shown in figure 1, dynamic of this present invention based on graphical analysis rolls thickness analysis and the automatic realization for jumping storehouse method
Flow is:
S100, set up elevation (thickness), image color thresholding mapping table, the present embodiment is using gray scale thresholding (points 255 etc.
Level) or 24 colored thresholdings, image series color thresholding is mapped as by unified spacing, such as:Represented per 1cm with 1 grade of gray value, one
2.55m height variation scope can be represented altogether, as shown in Figure 2.
S200, when rolling for the first time, height datum value is defined, by design data, measurement initial land form elevation and a reference value phase
After subtracting, thickness deviation is formed, plane coordinates distribution core is pressed to grid map after obtaining color value according to thickness color map
As in, a colour or gray scale picture, referred to as original elevation map are formed;
S300, collection in worksite rolled into track data, above-mentioned elevation color is consulted according to the elevation information of trajectory coordinates
Mapping table, with reference to trajectory plane coordinate and muller width information, the color information obtained using mapping table uses covering and drawing
(Cover) pattern, dynamic track drafting figure successively in chronological order, as shown in figure 3, another coloured picture or gray-scale map are formed,
Referred to as final (new) elevation map.
S400, in above-mentioned steps S300, by trajectory time inverted sequence draw, as shown in figure 3, obtaining a coloured picture or gray scale
Figure, is referred to as to roll elevation map for the first time.
S500, the picture that three are obtained to step S200, S300, S400, once obtain the color of corresponding points, and obtain color
Color offset, reversely consults mapping table, obtains the difference of 2 elevations.According to this difference, then draw and to form thickness analysis chart.
Elevation map and original elevation map comparative analysis are wherein finally rolled, draws out and rolls thickness analysis chart;It is first roll elevation map with
Original elevation map comparative analysis, draws out stone (first) and rolls thickness analysis chart;Analysis chart finally will be rolled with rolling for the first time
Elevation map is contrasted, and draws compacted depth distribution map by method consistent with the above, as shown in Figure 4.
S600, the layer thickness control parameter according to setting, with reference to the distribution map drawn, different thickness are counted based on pixel
Pixel quantity is distributed, grid point distribution, qualification rate etc. is closed.
S700, the compacted depth distribution map to dynamic formation, if there is well beyond the theoretical region for being compacted thickness, be
System is considered to have started a new base layer, realizes automatic jump storehouse, i.e., after corresponding time point, restart newly to roll base
The monitoring of layer and analysis work.
S800, it is completed roll new base layer roller compaction construction is organized on base layer again when, can be directly according to upper one
Individual base layer rolls performance data (final (new) elevation map), is used as original elevation map to carry out thickness analysis judgement.
Claims (2)
1. a kind of dynamic based on graphical analysis rolls thickness analysis and jumps storehouse method with automatic, its feature now in, including:
(1) elevation map is set up as color thresholding mapping table;
(2) when rolling for the first time, height datum value is defined, after measurement initial land form elevation and a reference value are subtracted each other, thickness is formed inclined
Difference, plane coordinates distribution core is pressed to grating image after obtaining color value as color thresholding mapping table according to the elevation map
In, a colour or gray scale picture are formed, that is, obtains original elevation map;
(3) collection in worksite is rolled into track data, consulting above-mentioned elevation image color according to the elevation information of trajectory coordinates reflects
Firing table, with reference to trajectory plane coordinate and muller width information, using currently the corresponding color-values in region are rolled, by obtained color
Information uses covering and drawing pattern, in chronological order dynamic track drafting figure successively, forms another coloured picture or gray-scale map, i.e.,
For final elevation map;
(4) in above-mentioned steps (3), drawn by trajectory time inverted sequence, obtain a coloured picture or gray-scale map, be to roll height for the first time
Cheng Tu;
(5) step (2), (3), (4) are obtained with the picture of three, the color of corresponding points is once obtained, and obtains color offset amount,
Mapping table is reversely consulted, the difference of any 2 elevations in three elevation maps is obtained;According to this difference, then draw and to form thickness
Analysis chart;Wherein final elevation map and original elevation map comparative analysis, draw out and roll thickness analysis chart;Roll elevation map for the first time
With original elevation map comparative analysis, draw out stone and roll thickness analysis chart;Thickness analysis chart will be rolled and thickness is rolled for the first time
Analysis chart is contrasted, and draws compacted depth distribution map;
(6) according to the layer thickness control parameter of setting, with reference to the compacted depth distribution map drawn, different thickness are counted based on pixel
Distribution pixel quantity, close grid point distribution, qualification rate;
(7) to the compacted depth distribution map of dynamic formation, if there is beyond the theoretical region for being compacted thickness, system is considered out
Begun a new base layer, realize it is automatic jump storehouse, i.e., after corresponding time point, restart newly to roll the monitoring of base layer and
Analyze work;
(8) it is completed roll new base layer roller compaction construction is organized on base layer again when, directly according to upper base layer
Performance data is rolled, carrying out thickness analysis as original elevation map judges.
2. the dynamic based on graphical analysis rolls thickness analysis and jumps storehouse method with automatic according to claim 1, its feature shows
It is:Using gray scale thresholding or 24 colored thresholdings, elevation map is mapped as color thresholding by unified spacing.
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CN103696425A (en) * | 2013-12-25 | 2014-04-02 | 中国水电顾问集团成都勘测设计研究院有限公司 | Vibration sequential nature analyzing method in concrete construction |
CN103696426A (en) * | 2013-12-26 | 2014-04-02 | 中国水电顾问集团成都勘测设计研究院有限公司 | Concrete pouring vibration base layer comprehensive identification method |
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CN103696425A (en) * | 2013-12-25 | 2014-04-02 | 中国水电顾问集团成都勘测设计研究院有限公司 | Vibration sequential nature analyzing method in concrete construction |
CN103696426A (en) * | 2013-12-26 | 2014-04-02 | 中国水电顾问集团成都勘测设计研究院有限公司 | Concrete pouring vibration base layer comprehensive identification method |
Non-Patent Citations (2)
Title |
---|
天花板碾压混凝土拱坝设计特点;苏岩等;《水力发电》;20110630;第37卷(第6期);第6-8、36页 * |
小湾水电站左岸大坝混凝土施工;顾志刚等;《水利水电技术》;20091211;第40卷(第10期);第72-75页 * |
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