CN104008272B - Concrete vibration visual monitoring method based on computer graphic technology - Google Patents
Concrete vibration visual monitoring method based on computer graphic technology Download PDFInfo
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Abstract
The invention relates to a concrete vibration technology and provides a concrete vibration visual monitoring method based on a computer graphic technology. The problem that in existing concrete vibration quality monitoring, effective and visual data supporting does not exist is solved. According to the technical scheme, first, a concrete block body is drawn, casting height and construction bin face data are obtained, a stand face casting height graph and a construction bin face plane graph are obtained, then vibration equipment information is obtained in real time, the bin face plane vibration implementation situation is computed and drawn in the construction bin face plane graph, if statistic analysis is needed, a zone to be vibrated in the construction bin face plane is subjected to discrete grid transformation, the vibration statistical result of each grid is obtained, vibration quality monitoring results are analyzed and computed, and the vibration quality monitoring results are displayed in the construction bin face plane graph through a grading method. The method has the advantages that concrete vibration can be visually monitored and subjected to statistics, and the method is suitable for concrete vibration monitoring.
Description
Technical field
The present invention relates to concrete vibrating technology, particularly to concrete vibrating visual control technology.
Background technology
Concrete vibrating is the critical process of concreting, and in technical process, the monitoring of quality of vibrating and control are coagulations
One of important step of native quality control.What concrete vibrating referred to vibrates to being discharged into the concrete batching system pouring in storehouse
Tamping, to meet designing quality requirement.Traditional job site quality of vibrating controls, and is to be protected by the staggered insertion of vibrating spear
The all standing in card concreting region, controls vibrating spear insertion depth and insertion angle simultaneously by extensive empirical data
Degree, and the process control parameters such as the duration that vibrates, spacing of vibrating, thus ensure that concrete vibrating is closely knit.In practical operation, construction
Personnel are difficult to vibrating spear insertion depth, insert angle, vibrate duration and the isoparametric accurate assurance of spacing of vibrating, thus root
Random strong according to personal experience's operation, quality of vibrating affected by anthropic factor and working condition to a great extent it is difficult to
Avoid the occurrence of the problems such as owed to shake, cross to shake and leakage is shaken, and construction Supervision personnel, in work progress, also can only pass through artificial experience,
Subjective determination work progress quality, the evaluation to construction quality lacks effective intuitively data supporting, and this has become concrete and has shaken
Smash the common fault of quality control, lack a kind of technical scheme and effectively and intuitively monitor analysis situation of vibrating.
With the significant increase of computer software and hardware performance, computer based graph visualization technology is extensively applied
In industry-by-industry, because graph visualization technology has simple and clear, conveniently feature, it is introduced into architectural engineering coagulation
Soil vibrates and monitors and evaluation field, can greatly lift the technical merit of quality of vibrating monitoring, be that constructor is carried with management side
For directly perceived and science quality control and evaluation foundation.
Content of the invention
The purpose of the present invention is exactly to overcome lacking of the ineffective intuitively data supporting of current concrete vibrating quality monitoring
Point, provides a kind of concrete vibrating method for visually monitoring based on computer graphics techniques.
The present invention solves its technical problem, employed technical scheme comprise that, the concrete vibrating based on computer graphics techniques
Method for visually monitoring is it is characterised in that comprise the following steps：
Step 1, system draw concret block, obtain cast height and construction storehouse face data, form facade cast height
Figure and construction storehouse facial plane figure, and facade cast height map is corresponding with construction storehouse facial plane figure；
Step 2, obtain in real time equipment physical location of vibrating, device orientation angle of vibrating, the equipment of vibrating vibrate parameter and shaking
Smash equipment alarm information, calculate and draw storehouse facial plane in construction storehouse facial plane in figure and vibrate performance；
Step 3, system time select to judge whether to statistical analysiss according to user, if not then not processed, if
Be, by discrete region grid to be vibrated for construction storehouse facial plane in figure, judge each grid with the zone of influence of vibrating be superimposed feelings
Condition, gets the statistical result of vibrating of each grid；
Step 4, vibrating each grid statistical result and contrasted with the standard prestoring parameter of vibrating, analysis meter calculates
Quality of vibrating monitored results, show quality of vibrating monitored results by stage division in construction storehouse facial plane in figure.
Specifically, step 1 includes step in detail below：
The concret block profile that step 11, acquisition need to be drawn, draws concret block；
Step 12, obtain cast height, carry out pouring into a mould in concret block highly-filled obtain facade cast height map,
And distinguish display hot work in progress storehouse face and storehouse face of having constructed in facade cast height map；
Step 13, acquisition construction storehouse face data, draw construction storehouse facial plane figure, and construction storehouse facial plane figure are poured with facade
Construction storehouse face in note height map is corresponding, and described construction storehouse face data includes storehouse face scope and storehouse facial plane arrangement.
Further, in step 2, the described equipment of vibrating vibrate parameter at least include vibrating equipment vibrating spear quantity, vibrate
Depth, vibrating spear vibrate the zone of influence and the real-time time that vibrates.
Further, in step 3, described statistical result of vibrating includes vibrate duration ti and the depth of vibrating of each grid
hi.
Specifically, step 3 includes step in detail below：
Step 31, system time select to judge whether to statistical analysiss according to user, if not then not processed, if
It is that entirely discrete region to be vibrated turns to grid by construction storehouse facial plane in figure, if the length of side of each grid is L and grid
Area is S, and each grid corresponds to vibrate duration ti and depth hi of vibrating, and the initial value of ti and hi is 0；
Step 32, according to receive before the corresponding all equipment physical locations of vibrating in this construction storehouse face, vibrate equipment
Orientation angles, the equipment of vibrating vibrate parameter and equipment alarm information of vibrating, and are divided into, with time sequencing, information of repeatedly vibrating, and selecting should
Construction storehouse face corresponding first time vibrates；
Step 33, vibrated according to this equipment physical location of vibrating vibrated, device orientation angle of vibrating and the equipment of vibrating
Parameter calculates the vibrating spear that this vibrates and vibrates impact zone position, and judges the grid that this zone of influence of vibrating is covered, choosing
Take a grid to enter next step to be calculated；
Step 34, judge whether this grid is capped grid, if then entering next step, if not then keeping it to shake
Smash duration ti and depth hi of vibrating is constant and be directly entered step 36；
Step 35, vibrating time ts of the zone of influence that this vibrating spear vibrates are added with the duration ti that vibrates of this grid,
The value of the duration ti that vibrates of storage before being replaced it with obtained value, judges that vibrating spear vibrates depth hs of vibrating of the zone of influence simultaneously
Whether it is more than depth hi of vibrating of this grid, if then the value of depth hi of vibrating of this grid is changed to the value of hs, if not
Then keep the value of former hi constant；
Step 36, judge whether all grid vibrate duration ti and depth hi of vibrating all calculates and completes, if then entering
Entering next step, if not then changing a uncalculated grid, and returning to step 34；
Step 37, judge whether that the corresponding information of repeatedly vibrating in this construction storehouse face all calculates and complete, if under then entering
One step, if not then select to vibrate next time, and returns to step 33.
Further, in step 33, described according to this equipment physical location of vibrating vibrated, device orientation angle of vibrating
Degree and the equipment of vibrating parameter of vibrating calculates the vibrating spear that this vibrates and vibrates impact zone position, and judges this zone of influence of vibrating
The concrete grammar of the grid being covered is：Judge successively the vibrating spear that each grid is vibrated by this vibrate impact zone position cover
Lid area, if this area be more than or equal to this grid preset area St; think this grid be capped, this grid described pre-
If area St is S/2 or S/3 or 2S/3.
Specifically, step 4 includes step in detail below：
Step 41, the statistical result of vibrating to all grid carry out statistics range, calculate lattice in each class classification
Netting index amount；
Step 42, each class classification area in whole storehouse face shared by is calculated and be shown；
The standard that step 43, parameter of being vibrated according to the standard that prestores calculate each class classification is vibrated result, in construction storehouse
Facial plane in figure is shown according to the standard that each class is classified result of vibrating.
Further, the described standard according to the classification of each class method that result shown of vibrating is in different colors
Or difference transparency represents that inhomogeneity classification is shown.
Specifically, step 4 includes step in detail below：
Step 401, vibrating each grid statistical result and contrasted with the standard prestoring parameter of vibrating, judge every
The standard of individual grid is vibrated result；
Step 402, result of being vibrated according to the standard of each grid carry out range, calculate grid number in each class classification
Amount；
Step 403, each class classification area in whole storehouse face shared by is calculated and be shown；
Step 404, shown according to classification in construction storehouse facial plane in figure.
Further, described according to the method that shown of classification be with the color of each class classification or transparency and its
He is shown class classification difference.
The invention has the beneficial effects as follows, by the above-mentioned concrete vibrating visual control side based on computer graphics techniques
Method, intuitively can be monitored to concrete vibrating and count, facilitate supervisor and constructor.
Brief description
Fig. 1 is the quality of vibrating monitored results schematic diagram in the embodiment of the present invention based on discrete grid；
Wherein, 1 is the equipment that vibrates, and 2 is the directional positioner of the equipment that vibrates, and 3 is the orientation angles of the equipment that vibrates, and 4 are
Cross region of vibrating, 5 smash region for leakage is shaken, 6 smash region for owed to shake, 7 is region of not vibrating, 8 is qualified region of vibrating.
Specific embodiment
With reference to embodiment and accompanying drawing, describe technical scheme in detail.
Of the present invention based in the concrete vibrating method for visually monitoring of computer graphics techniques, system is painted first
Concret block processed, obtains cast height and construction storehouse face data, forms facade cast height map and construction storehouse facial plane figure, and
Facade cast height map is corresponding with construction storehouse facial plane figure, then obtain equipment physical location of vibrating in real time, vibrate equipment
Orientation angles, the equipment of vibrating vibrate parameter and equipment alarm information of vibrating, and calculate and simultaneously draw storehouse face in construction storehouse facial plane in figure
Plane is vibrated performance, and the moment selects to judge whether to statistical analysiss, if not then not located system according to user again
Reason, if then by discrete region grid to be vibrated for construction storehouse facial plane in figure, it is folded with the zone of influence of vibrating to judge each grid
Plus situation, get the statistical result of vibrating of each grid, and vibrating each grid statistical result and shake with the standard prestoring
Smash parameter to be contrasted, analysis meter calculates quality of vibrating monitored results, shown in construction storehouse facial plane in figure by stage division
Quality of vibrating monitored results.
Embodiment
In this example, the comprising the following steps that of concrete vibrating method for visually monitoring based on computer graphics techniques：
Step 1, system draw concret block, obtain cast height and construction storehouse face data, form facade cast height
Figure and construction storehouse facial plane figure, and facade cast height map is corresponding with construction storehouse facial plane figure.
In this example, this step can be specially：The concret block profile that system acquisition need to be drawn first, draws concrete
Block, then obtain cast height, carries out pouring into a mould in concret block and highly-filled obtains facade cast height map, and in facade
Distinguish display hot work in progress storehouse face and storehouse face of having constructed in cast height map, then obtain construction storehouse face data, draw construction storehouse
Facial plane figure, and construction storehouse face construction storehouse facial plane figure poured into a mould with facade in height map is corresponding, wherein, construction storehouse face number
According to inclusion storehouse face scope and storehouse facial plane arrangement etc..
Step 2, obtain in real time equipment physical location of vibrating, device orientation angle of vibrating, the equipment of vibrating vibrate parameter and shaking
Smash equipment alarm information, calculate and draw storehouse facial plane in construction storehouse facial plane in figure and vibrate performance.
In this step, the equipment of vibrating parameter of vibrating at least needs including equipment vibrating spear quantity of vibrating, depth of vibrating, vibrates
Rod vibrates the zone of influence and the real-time time that vibrates, and the storehouse facial plane now showing vibrates performance due to being the real-time number obtaining
Value, also just can store to it, shown in the form of animation in inquiry later, and in construction storehouse facial plane in figure
Add when vibrating equipment alarm information, it would however also be possible to employ special symbol represents, if to click on this special for supervisor or staff
Symbol, more specific warning message is presented.
Step 3, system time select to judge whether to statistical analysiss according to user, if not then not processed, if
Be, by discrete region grid to be vibrated for construction storehouse facial plane in figure, judge each grid with the zone of influence of vibrating be superimposed feelings
Condition, gets the statistical result of vibrating of each grid.
In this example, statistical result of vibrating includes vibrate duration ti and depth hi of vibrating of each grid, then this step is concrete
For：
Step 31, system time select to judge whether to statistical analysiss according to user, if not then not processed, if
It is that entirely discrete region to be vibrated turns to grid by construction storehouse facial plane in figure, if the length of side of each grid is L and grid
Area is S, and each grid corresponds to vibrate duration ti and depth hi of vibrating, and the initial value of ti and hi is 0；
Step 32, according to receive before the corresponding all equipment physical locations of vibrating in this construction storehouse face, vibrate equipment
Orientation angles, the equipment of vibrating vibrate parameter and equipment alarm information of vibrating, and are divided into, with time sequencing, information of repeatedly vibrating, and selecting should
Construction storehouse face corresponding first time vibrates；
Step 33, vibrated according to this equipment physical location of vibrating vibrated, device orientation angle of vibrating and the equipment of vibrating
Parameter calculates the vibrating spear that this vibrates and vibrates impact zone position, and judges the grid that this zone of influence of vibrating is covered, choosing
Take grid to enter next step to be calculated, wherein, the equipment physical location of vibrating vibrated according to this, vibrate device orientation
Angle and the equipment of vibrating parameter of vibrating calculates the vibrating spear that this vibrates and vibrates impact zone position, and judges this impact of vibrating
The concrete grammar of the grid that area is covered is：Judge that the vibrating spear that each grid is vibrated by this vibrates impact zone position successively
The area covering, if this area is more than or equal to preset area St of this grid, thinks that this grid is capped, this grid described
Preset area St can be S/2 or S/3 or 2S/3, is configured according to practical situation；
Step 34, judge whether this grid is capped grid, if then entering next step, if not then keeping it to shake
Smash duration ti and depth hi of vibrating is constant and be directly entered step 36；
Step 35, vibrating time ts of the zone of influence that this vibrating spear vibrates are added with the duration ti that vibrates of this grid,
The value of the duration ti that vibrates of storage before being replaced it with obtained value, judges that vibrating spear vibrates depth hs of vibrating of the zone of influence simultaneously
Whether it is more than depth hi of vibrating of this grid, if then the value of depth hi of vibrating of this grid is changed to the value of hs, if not
Then keep the value of former hi constant；
Step 36, judge whether all grid vibrate duration ti and depth hi of vibrating all calculates and completes, if then entering
Entering next step, if not then changing a uncalculated grid, and returning to step 34；
Step 37, judge whether that the corresponding information of repeatedly vibrating in this construction storehouse face all calculates and complete, if under then entering
One step, if not then select to vibrate next time, and returns to step 33.
Step 4, vibrating each grid statistical result and contrasted with the standard prestoring parameter of vibrating, analysis meter calculates
Quality of vibrating monitored results, are somebody's turn to do the quality of vibrating monitored results schematic diagram based on discrete grid as shown in figure 1, passing through classification side again
Method is in construction storehouse facial plane in figure display quality of vibrating monitored results.
In FIG it can be clearly seen that the equipment 1 that vibrates, the directional positioner 2 of the equipment 1 that vibrates (can be in concrete making prison
Cancel during control result or show), the orientation angles 3 of the equipment 1 that vibrates equipment 1 and discrete lattice it is seen then that one of them vibrates
The ranks line of net has certain angle, due to having calculated quality of vibrating monitored results in discrete grid, then can be as Fig. 1 institute
Show, in discrete grid, directly showed that region 5 is smash in region 4 of vibrating, leakage is shaken, owed to shake smashes region 6, the region 7 and qualified of not vibrating
Vibrate region 8, wherein, also leakage is shaken can be smash region 5 and merge with region 7 of not vibrating, because leakage is shaken is smash namely not vibrating.
In this example, this step can have following two implementations：
Mode one, it concretely comprises the following steps：
Step 41, the statistical result of vibrating to all grid carry out statistics range, calculate lattice in each class classification
Netting index amount；
Step 42, each class classification area in whole storehouse face shared by is calculated and be shown；
The standard that step 43, parameter of being vibrated according to the standard that prestores calculate each class classification is vibrated result, in construction storehouse
Facial plane in figure is shown according to the standard that each class is classified result of vibrating, and it can be in different colors or different transparency
Represent that inhomogeneity classification is shown, such as range when according to standard vibrate parameter be divided into vibrate, qualified vibrate, owed to shake is smash
And do not vibrate, it is respectively indicated as redness, green, yellow and white, or be respectively indicated as opaque, 70% transparent, 40% saturating
Bright and 100% transparent same Fill Color.
Mode two, it concretely comprises the following steps：
Step 401, vibrating each grid statistical result and contrasted with the standard prestoring parameter of vibrating, judge every
The standard of individual grid is vibrated result；
Step 402, result of being vibrated according to the standard of each grid carry out range, calculate grid number in each class classification
Amount；
Step 403, each class classification area in whole storehouse face shared by is calculated and be shown；
Step 404, shown according to classification in construction storehouse facial plane in figure, it can be with the color of each class classification
Or the classification of transparency and other classes is different is shown, such as range when according to whether qualified be divided into vibrate, qualified vibrate,
Owed to shake is smash and is not vibrated, and is respectively indicated as redness, green, yellow and white, or be respectively indicated as opaque, 70% transparent,
40% transparent and 100% transparent same Fill Color.
Claims (10)
1. the concrete vibrating method for visually monitoring based on computer graphics techniques is it is characterised in that comprise the following steps：
Step 1, system draw concret block, obtain cast height and construction storehouse face data, formed facade cast height map and
Construction storehouse facial plane figure, and facade cast height map is corresponding with construction storehouse facial plane figure；
Step 2, obtain in real time equipment physical location of vibrating, vibrate parameter and vibrating of device orientation angle of vibrating, the equipment of vibrating sets
Standby warning message, calculates and draws storehouse facial plane in construction storehouse facial plane in figure and vibrate performance；
Step 3, system time select to judge whether to statistical analysiss according to user, if not then not processed, if then
By discrete region grid to be vibrated for construction storehouse facial plane in figure, judge each grid with the zone of influence of vibrating be superimposed situation, obtain
Get the statistical result of vibrating of each grid；
Step 4, vibrating each grid statistical result and contrasted with the standard prestoring parameter of vibrating, analysis meter calculates and vibrates
Quality monitoring result, shows quality of vibrating monitored results by stage division in construction storehouse facial plane in figure.
2. the concrete vibrating method for visually monitoring based on computer graphics techniques as claimed in claim 1, its feature exists
In step 1 includes step in detail below：
The concret block profile that step 11, acquisition need to be drawn, draws concret block；
Step 12, obtain cast height, carry out pouring into a mould in concret block highly-filled obtain facade cast height map, and
Display hot work in progress storehouse face and storehouse face of having constructed is distinguished in facade cast height map；
Step 13, obtain construction storehouse face data, draw construction storehouse facial plane figure, and will construct storehouse facial plane figure and facade cast height
The construction storehouse face of degree in figure is corresponding, and described construction storehouse face data includes storehouse face scope and storehouse facial plane arrangement.
3. the concrete vibrating method for visually monitoring based on computer graphics techniques as claimed in claim 1, its feature exists
In, in step 2, the described equipment of vibrating parameter at least include vibrating equipment vibrating spear quantity, depth of vibrating, the vibrating spear that vibrate vibrates
The zone of influence and the real-time time that vibrates.
4. the concrete vibrating method for visually monitoring based on computer graphics techniques as described in claim 1 or 2 or 3, its
It is characterised by, in step 3, described statistical result of vibrating includes vibrate duration ti and depth hi of vibrating, wherein, i of each grid
Refer to i-th grid, its span is 1 to grid sum.
5. the concrete vibrating method for visually monitoring based on computer graphics techniques as claimed in claim 4, its feature exists
In step 3 includes step in detail below：
Step 31, system time select to judge whether to statistical analysiss according to user, if not then not processed, if then
By construction storehouse facial plane in figure, entirely discrete region to be vibrated turns to grid, if the length of side of each grid is L qualifying web area
For S, each grid correspondence one vibrate duration ti and depth hi of vibrating, the initial value of ti and hi is 0；
Step 32, according to receive before the corresponding all equipment physical locations of vibrating in this construction storehouse face, vibrate device orientation
Angle, the equipment of vibrating vibrate parameter and equipment alarm information of vibrating, and are divided into, with time sequencing, information of repeatedly vibrating, select this construction
Storehouse face corresponding first time vibrates；
Step 33, parameter of being vibrated according to this equipment physical location of vibrating vibrated, device orientation angle of vibrating and the equipment of vibrating
Calculate the vibrating spear that this vibrates to vibrate impact zone position, and judge the grid that this zone of influence of vibrating is covered, choose one
Individual grid enters next step and is calculated；
Step 34, judge whether this grid is capped grid, if then entering next step, if not when then keeping it to vibrate
Long ti and depth hi of vibrating are constant and be directly entered step 36；
Step 35, vibrating time ts of the zone of influence that this vibrating spear vibrates are added with the duration ti that vibrates of this grid, use institute
The value obtaining replace it before storage the duration ti that vibrates value, judge whether what vibrating spear vibrated the zone of influence vibrates depth hs simultaneously
More than depth hi of vibrating of this grid, if then the value of depth hi of vibrating of this grid is changed to the value of hs, if not then protecting
The value holding former hi is constant；
Step 36, judge whether all grid vibrate duration ti and depth hi of vibrating all calculates and completes, if under then entering
One step, if not then changing a uncalculated grid, and returns to step 34；
Step 37, judge whether that the corresponding information of repeatedly vibrating in this construction storehouse face all calculates and complete, if then entering next step,
If not then select to vibrate next time, and return to step 33.
6. the concrete vibrating method for visually monitoring based on computer graphics techniques as claimed in claim 5, its feature exists
In, in step 33, described being vibrated according to this equipment physical location of vibrating vibrated, device orientation angle of vibrating and the equipment of vibrating
Parameter calculates the vibrating spear that this vibrates and vibrates impact zone position, and judges the tool of grid that this zone of influence of vibrating is covered
Body method is：Judging that the vibrating spear that each grid is vibrated by this vibrates successively affects the area of zone position covering, if this face
Long-pending preset area St more than or equal to this grid then thinks that this grid is capped, preset area St of this grid described be S/2 or
S/3 or 2S/3.
7. the concrete vibrating method for visually monitoring based on computer graphics techniques as claimed in claim 5, its feature exists
In step 4 includes step in detail below：
Step 41, the statistical result of vibrating to all grid carry out statistics range, calculate grid number in each class classification
Amount；
Step 42, each class classification area in whole storehouse face shared by is calculated and be shown；
The standard that step 43, parameter of being vibrated according to the standard that prestores calculate each class classification is vibrated result, puts down in construction storehouse face
Face in figure is shown according to the standard that each class is classified result of vibrating.
8. the concrete vibrating method for visually monitoring based on computer graphics techniques as claimed in claim 7, its feature exists
It is in different colors or different transparency represents in, the described standard according to the classification of each class method that result shown of vibrating
Inhomogeneity classification is shown.
9. the concrete vibrating method for visually monitoring based on computer graphics techniques as claimed in claim 5, step 4 includes
Step in detail below：
Step 401, vibrating each grid statistical result and contrasted with the standard prestoring parameter of vibrating, judge each lattice
The standard of net is vibrated result；
Step 402, result of being vibrated according to the standard of each grid carry out range, calculate grid quantity in each class classification；
Step 403, each class classification area in whole storehouse face shared by is calculated and be shown；
Step 404, shown according to classification in construction storehouse facial plane in figure.
10. the concrete vibrating method for visually monitoring based on computer graphics techniques as claimed in claim 9, further
, described is to carry out so that the color of each class classification or transparency are different from the classification of other classes according to the method that classification is shown
Display.
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