CN104008272A - Concrete vibration visual monitoring method based on computer graphic technology - Google Patents
Concrete vibration visual monitoring method based on computer graphic technology Download PDFInfo
- Publication number
- CN104008272A CN104008272A CN201410176995.7A CN201410176995A CN104008272A CN 104008272 A CN104008272 A CN 104008272A CN 201410176995 A CN201410176995 A CN 201410176995A CN 104008272 A CN104008272 A CN 104008272A
- Authority
- CN
- China
- Prior art keywords
- vibrating
- graticule mesh
- vibrate
- concrete
- vibrates
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 50
- 238000012544 monitoring process Methods 0.000 title claims abstract description 37
- 238000005516 engineering process Methods 0.000 title abstract description 8
- 230000000007 visual effect Effects 0.000 title abstract description 4
- 238000010276 construction Methods 0.000 claims abstract description 66
- 238000004458 analytical method Methods 0.000 claims abstract description 6
- 230000001815 facial effect Effects 0.000 claims description 44
- 238000004364 calculation method Methods 0.000 claims description 9
- 239000003086 colorant Substances 0.000 claims description 3
- 238000012163 sequencing technique Methods 0.000 claims description 3
- 238000005266 casting Methods 0.000 abstract 2
- 230000009466 transformation Effects 0.000 abstract 1
- 238000003908 quality control method Methods 0.000 description 4
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000011156 evaluation Methods 0.000 description 2
- 238000012800 visualization Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004886 process control Methods 0.000 description 1
- 235000011962 puddings Nutrition 0.000 description 1
Landscapes
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
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 concrete vibrating visual control technology.
Background technology
Concrete vibrating is the critical process of concreting, and the monitoring of the quality of vibrating in technological process is one of important step of concrete Quality Control with controlling.What concrete vibrating referred to carries out mechanical pudding to being discharged into the mixing concrete thing of building in storehouse, to meet designing quality requirement.The quality control of vibrating of traditional working-yard, by the staggered insertion of vibrating spear, to guarantee all standing in concreting region, by extensive empirical data, control vibrating spear insertion depth and insert angle simultaneously, and the duration that vibrates, the process control parameters such as spacing that vibrate, thereby guarantee that concrete vibrating is closely knit.In practical operation, workmen is difficult to accomplish vibrating spear insertion depth, insert angle, the isoparametric accurate assurance of duration and the spacing of vibrating of vibrating, thereby strong according to the randomness of personal experience's operation, the quality of vibrating is subject to the impact of human factor and condition of work to a great extent, be difficult to avoid occurring owing to shake, cross and shake and leak the problem such as shake, and construction Supervision personnel are in work progress, also can only pass through artificial experience, subjective determination work progress quality, the evaluation of construction quality is lacked to data supporting effectively intuitively, this has become the common fault of concrete vibrating quality control, the lack a kind of technical scheme monitoring analysis situation of vibrating effectively and intuitively.
Very big lifting along with computer software and hardware performance, computer based graph visualization technology has been widely used in industry-by-industry, because graph visualization technology has simple and clear, feature conveniently, be introduced into construction work concrete vibrating Supervision and Evaluation field, can promote greatly the technical merit of the quality monitoring of vibrating, the quality control that provides directly perceived and science for constructor and management side with evaluate foundation.
Summary of the invention
Object of the present invention is exactly to overcome current concrete vibrating quality monitoring there is no the shortcoming of data supporting effectively intuitively, and a kind of concrete vibrating method for visually monitoring based on computer graphics techniques is provided.
The present invention solves its technical matters, and the technical scheme of employing is that the concrete vibrating method for visually monitoring based on computer graphics techniques, is characterized in that, comprises the following steps:
Step 1, system are drawn concret block, obtain cast height and construction storehouse face data, form facade cast height map and construction storehouse facial plane figure, and it is corresponding with construction storehouse facial plane figure that facade is poured into a mould to height map;
Step 2, Real-time Obtaining vibrate equipment physical location, the device orientation angle of vibrating, the equipment of vibrating vibrate parameter and the equipment alarm information of vibrating, calculate and draw in construction storehouse facial plane figure the storehouse facial plane performance of vibrating;
Step 3, system time select to judge whether to carry out statistical study according to user, if not do not process, if by the discrete region graticule mesh of wanting to vibrate in the facial plane figure of construction storehouse, judge each graticule mesh and the stack situation of the zone of influence of vibrating, get the statistics of vibrating of each graticule mesh;
Step 4, vibrate statistics and the standard that prestores of each graticule mesh parameter of vibrating is contrasted, analysis meter is calculated the quality monitoring result of vibrating, and by stage division, in construction storehouse facial plane figure, shows the quality monitoring result of vibrating.
Concrete, step 1 comprises following concrete steps:
Step 11, obtain the concret block profile of need drawing, draw concret block;
Step 12, obtain cast height, in concret block, pour into a mould the highly-filled facade cast height map that obtains, and distinguish and show hot work in progress storehouse face and the storehouse face of having constructed in facade cast height map;
Step 13, obtain construction storehouse face data, draw construction storehouse facial plane figure, and construction storehouse facial plane figure is corresponding with the construction storehouse face in facade cast height map, and described construction storehouse face data comprise storehouse face scope and storehouse facial plane layout.
Further, in step 2, described in the equipment of the vibrating parameter of vibrating at least comprise the equipment vibrating spear quantity of vibrating, the degree of depth of vibrating, vibrating spear the vibrate zone of influence and the real-time time that vibrates.
Further, in step 3, described in the statistics of vibrating comprise vibrate duration ti and the degree of depth hi that vibrates of each graticule mesh.
Concrete, step 3 comprises following concrete steps:
Step 31, system time select to judge whether to carry out statistical study according to user, if not do not process, if the whole discrete region of wanting to vibrate in the facial plane figure of construction storehouse is turned to graticule mesh, if the length of side of each graticule mesh is L qualifying web area is S, each graticule mesh corresponding vibrate duration ti and the degree of depth hi that vibrates, the initial value of ti and hi is 0;
Step 32, according to before corresponding all equipment physical locations of vibrating, the device orientation angle of vibrating, the equipment of vibrating of this construction storehouse face that receives vibrate parameter and the equipment alarm information of vibrating, with time sequencing, be divided into the information of repeatedly vibrating, select corresponding the vibrating for the first time of this construction storehouse face;
Step 33, the equipment that the vibrates physical location of vibrating according to this, the device orientation angle of vibrating and the equipment of the vibrating calculation of parameter of vibrating goes out this vibrating spear vibrating position, the zone of influence of vibrating, and judge the graticule mesh that this zone of influence of vibrating covers, choose a graticule mesh and enter next step and calculate;
Step 34, judge whether this graticule mesh is capped graticule mesh, if enter next step, if not keep its vibrate duration ti and the degree of depth hi that vibrates constant and directly enter step 36;
Step 35, the vibrate vibrating time ts of the zone of influence and the duration ti that vibrates of this graticule mesh of this vibrating spear is added, by resulting value, replace it the value of the duration ti that vibrates of front storage, judge whether the vibrate degree of depth hs that vibrates of the zone of influence of vibrating spear is greater than the degree of depth hi that vibrates of this graticule mesh simultaneously, if the value of the degree of depth hi that vibrates of this graticule mesh is changed to the value of hs, if not keep the value of former hi constant;
Step 36, judge whether that vibrate duration ti and the degree of depth hi that vibrates of all graticule mesh have calculated, if enter next step, if not change a graticule mesh of not calculating, and get back to step 34;
Step 37, judge whether that the information of repeatedly vibrating that this construction storehouse face is corresponding all calculated, if enter next step, if not select to vibrate, and get back to step 33. next time
Further, in step 33, the described equipment that vibrates physical location of vibrating according to this, the device orientation angle of vibrating and the equipment of the vibrating calculation of parameter of vibrating goes out this vibrating spear vibrating position, the zone of influence of vibrating, and the concrete grammar of judging the graticule mesh that this zone of influence of vibrating covers is: judge successively the area that vibrates vibrating spear that each graticule mesh is vibrated by this position, the zone of influence covers, if this area is more than or equal to the preset area St of this graticule mesh, think that this graticule mesh is capped, the preset area St of described this graticule mesh is S/2 or S/3 or 2S/3.
Concrete, step 4 comprises following concrete steps:
Step 41, the statistics of vibrating of all graticule mesh is added up and range, calculate graticule mesh quantity in each class classification;
Step 42, calculate and show that each class classification is at the shared area of whole storehouse face;
Step 43, according to the standard that prestores standard that calculation of parameter goes out each the class classification result of vibrating of vibrating, in construction storehouse facial plane figure, according to the standard of each the class classification result of vibrating, show.
Further, the described standard according to each class classification is vibrated method that result shows for to represent that with different colours or different transparency inhomogeneity classification shows.
Concrete, step 4 comprises following concrete steps:
Step 401, vibrate statistics and the standard that prestores of each graticule mesh parameter of vibrating is contrasted to the standard of judging each graticule mesh result of vibrating;
Step 402, according to the standard of each graticule mesh result of vibrating, carry out range, calculate graticule mesh quantity in each class classification;
Step 403, calculate and show that each class classification is at the shared area of whole storehouse face;
Step 404, in construction, according to classification, show in the facial plane figure of storehouse.
Further, the described method showing according to classification is for the color of each class classification or transparency, class classification is different shows from other.
The invention has the beneficial effects as follows, by the above-mentioned concrete vibrating method for visually monitoring based on computer graphics techniques, can intuitively concrete vibrating be monitored and be added up, facilitate supervisor and constructor.
Accompanying drawing explanation
Fig. 1 is the quality monitoring result schematic diagram of vibrating based on discrete graticule mesh in the embodiment of the present invention;
Wherein, 1 is the equipment of vibrating, 2 directional positioners for the equipment that vibrates, and 3 orientation angles for the equipment that vibrates, 4 was the region of vibrating, and 5 for leaking the region of vibrating, and 6 for owing to vibrate region, and 7 for not vibrating region, and 8 is the qualified region of vibrating.
Embodiment
Below in conjunction with embodiment and accompanying drawing, describe technical scheme of the present invention in detail.
In concrete vibrating method for visually monitoring based on computer graphics techniques of the present invention, first system is drawn concret block, obtain cast height and construction storehouse face data, form facade cast height map and construction storehouse facial plane figure, and it is corresponding with construction storehouse facial plane figure that facade is poured into a mould to height map, then the Real-time Obtaining equipment physical location of vibrating, the device orientation angle of vibrating, the equipment of vibrating vibrate parameter and the equipment alarm information of vibrating, calculate and draw the storehouse facial plane performance of vibrating in construction storehouse facial plane figure, system selects to judge whether to carry out statistical study according to user more constantly, if not do not process, if by the discrete region graticule mesh of wanting to vibrate in the facial plane figure of construction storehouse, judge each graticule mesh and the stack situation of the zone of influence of vibrating, get the statistics of vibrating of each graticule mesh, and vibrate statistics and the standard that prestores of each graticule mesh parameter of vibrating is contrasted, analysis meter is calculated the quality monitoring result of vibrating, by stage division, in construction storehouse facial plane figure, show the quality monitoring result of vibrating.
Embodiment
In this example, the concrete steps of the concrete vibrating method for visually monitoring based on computer graphics techniques are as follows:
Step 1, system are drawn concret block, obtain cast height and construction storehouse face data, form facade cast height map and construction storehouse facial plane figure, and it is corresponding with construction storehouse facial plane figure that facade is poured into a mould to height map.
In this example, this step can be specially: the concret block profile that first system acquisition need be drawn, draw concret block, obtain again cast height, in concret block, pour into a mould the highly-filled facade cast height map that obtains, and distinguish and show hot work in progress storehouse face and the storehouse face of having constructed in facade cast height map, then obtain construction storehouse face data, draw construction storehouse facial plane figure, and construction storehouse facial plane figure is corresponding with the construction storehouse face in facade cast height map, wherein, construction storehouse face data comprise storehouse face scope and storehouse facial plane layout etc.
Step 2, Real-time Obtaining vibrate equipment physical location, the device orientation angle of vibrating, the equipment of vibrating vibrate parameter and the equipment alarm information of vibrating, calculate and draw in construction storehouse facial plane figure the storehouse facial plane performance of vibrating.
In this step, the equipment of the vibrating parameter of vibrating at least needs to comprise vibrate equipment vibrating spear quantity, the degree of depth of vibrating, vibrating spear the vibrate zone of influence and the real-time time that vibrates, the storehouse facial plane now showing vibrates performance owing to being the numerical value of Real-time Obtaining, also just can store it, when inquiry, the form with animation shows later, and in construction storehouse facial plane figure, add while vibrating equipment alarm information, also can adopt special symbol to represent, if supervisor or staff click this special symbol, more concrete warning message is presented.
Step 3, system time select to judge whether to carry out statistical study according to user, if not do not process, if by the discrete region graticule mesh of wanting to vibrate in the facial plane figure of construction storehouse, judge each graticule mesh and the stack situation of the zone of influence of vibrating, get the statistics of vibrating of each graticule mesh.
In this example, the statistics of vibrating comprises vibrate duration ti and the degree of depth hi that vibrates of each graticule mesh, and this step is specially:
Step 31, system time select to judge whether to carry out statistical study according to user, if not do not process, if the whole discrete region of wanting to vibrate in the facial plane figure of construction storehouse is turned to graticule mesh, if the length of side of each graticule mesh is L qualifying web area is S, each graticule mesh corresponding vibrate duration ti and the degree of depth hi that vibrates, the initial value of ti and hi is 0;
Step 32, according to before corresponding all equipment physical locations of vibrating, the device orientation angle of vibrating, the equipment of vibrating of this construction storehouse face that receives vibrate parameter and the equipment alarm information of vibrating, with time sequencing, be divided into the information of repeatedly vibrating, select corresponding the vibrating for the first time of this construction storehouse face;
Step 33, the equipment that the vibrates physical location of vibrating according to this, device orientation angle and the equipment of the vibrating calculation of parameter of vibrating of vibrating goes out this vibrating spear vibrating position, the zone of influence of vibrating, and judge the graticule mesh that this zone of influence of vibrating covers, choosing a graticule mesh enters next step and calculates, wherein, the equipment that the vibrates physical location of vibrating according to this, device orientation angle and the equipment of the vibrating calculation of parameter of vibrating of vibrating goes out this vibrating spear vibrating position, the zone of influence of vibrating, and the concrete grammar of judging the graticule mesh that this zone of influence of vibrating covers is: judge successively the area that vibrates vibrating spear that each graticule mesh is vibrated by this position, the zone of influence covers, if being more than or equal to the preset area St of this graticule mesh, this area thinks that this graticule mesh is capped, the preset area St of described this graticule mesh can be S/2 or S/3 or 2S/3, according to actual conditions, arrange,
Step 34, judge whether this graticule mesh is capped graticule mesh, if enter next step, if not keep its vibrate duration ti and the degree of depth hi that vibrates constant and directly enter step 36;
Step 35, the vibrate vibrating time ts of the zone of influence and the duration ti that vibrates of this graticule mesh of this vibrating spear is added, by resulting value, replace it the value of the duration ti that vibrates of front storage, judge whether the vibrate degree of depth hs that vibrates of the zone of influence of vibrating spear is greater than the degree of depth hi that vibrates of this graticule mesh simultaneously, if the value of the degree of depth hi that vibrates of this graticule mesh is changed to the value of hs, if not keep the value of former hi constant;
Step 36, judge whether that vibrate duration ti and the degree of depth hi that vibrates of all graticule mesh have calculated, if enter next step, if not change a graticule mesh of not calculating, and get back to step 34;
Step 37, judge whether that the information of repeatedly vibrating that this construction storehouse face is corresponding all calculated, if enter next step, if not select to vibrate, and get back to step 33. next time
Step 4, vibrate statistics and the standard that prestores of each graticule mesh parameter of vibrating is contrasted, analysis meter is calculated the quality monitoring result of vibrating, this vibrates quality monitoring result schematic diagram as shown in Figure 1 based on discrete graticule mesh, then in construction storehouse facial plane figure, shows the quality monitoring result of vibrating by stage division.
In Fig. 1, can obviously find out the equipment of vibrating 1, the directional positioner 2 (can cancel or show while making monitored results concrete) of equipment 1 vibrates, the vibrate orientation angles 3 of equipment 1, visible, one of them equipment 1 that vibrates has certain angle with the ranks line of discrete graticule mesh, owing to having calculated the quality monitoring result of vibrating in discrete graticule mesh, can be as shown in Figure 1, directly in discrete graticule mesh, showed the region 4 of vibrating, the leakage region 5 of vibrating, the region 6 of owing to vibrate, do not vibrate region 7 and the qualified region 8 of vibrating, wherein, also leakage can be vibrated region 5 merges with the region 7 of not vibrating, because leaking vibrates, namely do not vibrate.
In this example, this step can have following two kinds of implementations:
Mode one, its concrete steps are:
Step 41, the statistics of vibrating of all graticule mesh is added up and range, calculate graticule mesh quantity in each class classification;
Step 42, calculate and show that each class classification is at the shared area of whole storehouse face;
Step 43, according to the standard that prestores standard that calculation of parameter goes out each the class classification result of vibrating of vibrating, in construction storehouse facial plane figure, according to the standard of each the class classification result of vibrating, show, it can be for representing that with different colours or different transparency inhomogeneity classification shows, during as range, according to the standard parameter of vibrating, be divided into and vibrate, qualifiedly vibrate, owe to vibrate and do not vibrate etc., shown in red, green, yellow and white respectively, or be shown as respectively opaque, 70% transparent, 40% transparent and 100% transparent same Fill Color.
Mode two, its concrete steps are:
Step 401, vibrate statistics and the standard that prestores of each graticule mesh parameter of vibrating is contrasted to the standard of judging each graticule mesh result of vibrating;
Step 402, according to the standard of each graticule mesh result of vibrating, carry out range, calculate graticule mesh quantity in each class classification;
Step 403, calculate and show that each class classification is at the shared area of whole storehouse face;
Step 404, in construction, according to classification, show in the facial plane figure of storehouse, it can for the color with each class classification or transparency, class classification be different shows from other, during as range, whether according to, vibrated, and qualifiedly vibrated, owe to vibrate and do not vibrate etc. qualified being divided into, shown in red, green, yellow and white respectively, or be shown as respectively 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 characterized in that, comprises the following steps:
Step 1, system are drawn concret block, obtain cast height and construction storehouse face data, form facade cast height map and construction storehouse facial plane figure, and it is corresponding with construction storehouse facial plane figure that facade is poured into a mould to height map;
Step 2, Real-time Obtaining vibrate equipment physical location, the device orientation angle of vibrating, the equipment of vibrating vibrate parameter and the equipment alarm information of vibrating, calculate and draw in construction storehouse facial plane figure the storehouse facial plane performance of vibrating;
Step 3, system time select to judge whether to carry out statistical study according to user, if not do not process, if by the discrete region graticule mesh of wanting to vibrate in the facial plane figure of construction storehouse, judge each graticule mesh and the stack situation of the zone of influence of vibrating, get the statistics of vibrating of each graticule mesh;
Step 4, vibrate statistics and the standard that prestores of each graticule mesh parameter of vibrating is contrasted, analysis meter is calculated the quality monitoring result of vibrating, and by stage division, in construction storehouse facial plane figure, shows the quality monitoring result of vibrating.
2. the concrete vibrating method for visually monitoring based on computer graphics techniques as claimed in claim 1, is characterized in that, step 1 comprises following concrete steps:
Step 11, obtain the concret block profile of need drawing, draw concret block;
Step 12, obtain cast height, in concret block, pour into a mould the highly-filled facade cast height map that obtains, and distinguish and show hot work in progress storehouse face and the storehouse face of having constructed in facade cast height map;
Step 13, obtain construction storehouse face data, draw construction storehouse facial plane figure, and construction storehouse facial plane figure is corresponding with the construction storehouse face in facade cast height map, and described construction storehouse face data comprise storehouse face scope and storehouse facial plane layout.
3. the concrete vibrating method for visually monitoring based on computer graphics techniques as claimed in claim 1, it is characterized in that, in step 2, described in the equipment of the vibrating parameter of vibrating at least comprise the equipment vibrating spear quantity of vibrating, the degree of depth of vibrating, vibrating spear the vibrate 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, is characterized in that, in step 3, described in the statistics of vibrating comprise vibrate duration ti and the degree of depth hi that vibrates of each graticule mesh.
5. the concrete vibrating method for visually monitoring based on computer graphics techniques as claimed in claim 4, is characterized in that, step 3 comprises following concrete steps:
Step 31, system time select to judge whether to carry out statistical study according to user, if not do not process, if the whole discrete region of wanting to vibrate in the facial plane figure of construction storehouse is turned to graticule mesh, if the length of side of each graticule mesh is L qualifying web area is S, each graticule mesh corresponding vibrate duration ti and the degree of depth hi that vibrates, the initial value of ti and hi is 0;
Step 32, according to before corresponding all equipment physical locations of vibrating, the device orientation angle of vibrating, the equipment of vibrating of this construction storehouse face that receives vibrate parameter and the equipment alarm information of vibrating, with time sequencing, be divided into the information of repeatedly vibrating, select corresponding the vibrating for the first time of this construction storehouse face;
Step 33, the equipment that the vibrates physical location of vibrating according to this, the device orientation angle of vibrating and the equipment of the vibrating calculation of parameter of vibrating goes out this vibrating spear vibrating position, the zone of influence of vibrating, and judge the graticule mesh that this zone of influence of vibrating covers, choose a graticule mesh and enter next step and calculate;
Step 34, judge whether this graticule mesh is capped graticule mesh, if enter next step, if not keep its vibrate duration ti and the degree of depth hi that vibrates constant and directly enter step 36;
Step 35, the vibrate vibrating time ts of the zone of influence and the duration ti that vibrates of this graticule mesh of this vibrating spear is added, by resulting value, replace it the value of the duration ti that vibrates of front storage, judge whether the vibrate degree of depth hs that vibrates of the zone of influence of vibrating spear is greater than the degree of depth hi that vibrates of this graticule mesh simultaneously, if the value of the degree of depth hi that vibrates of this graticule mesh is changed to the value of hs, if not keep the value of former hi constant;
Step 36, judge whether that vibrate duration ti and the degree of depth hi that vibrates of all graticule mesh have calculated, if enter next step, if not change a graticule mesh of not calculating, and get back to step 34;
Step 37, judge whether that the information of repeatedly vibrating that this construction storehouse face is corresponding all calculated, if enter next step, if not select to vibrate, and get back to step 33. next time
6. the concrete vibrating method for visually monitoring based on computer graphics techniques as claimed in claim 5, it is characterized in that, in step 33, the described equipment that vibrates physical location of vibrating according to this, device orientation angle and the equipment of the vibrating calculation of parameter of vibrating of vibrating goes out this vibrating spear vibrating position, the zone of influence of vibrating, and the concrete grammar of judging the graticule mesh that this zone of influence of vibrating covers is: judge successively the area that vibrates vibrating spear that each graticule mesh is vibrated by this position, the zone of influence covers, if being more than or equal to the preset area St of this graticule mesh, this area thinks that this graticule mesh is capped, the preset area St of described this graticule mesh is 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, is characterized in that, step 4 comprises following concrete steps:
Step 41, the statistics of vibrating of all graticule mesh is added up and range, calculate graticule mesh quantity in each class classification;
Step 42, calculate and show that each class classification is at the shared area of whole storehouse face;
Step 43, according to the standard that prestores standard that calculation of parameter goes out each the class classification result of vibrating of vibrating, in construction storehouse facial plane figure, according to the standard of each the class classification result of vibrating, show.
8. the concrete vibrating method for visually monitoring based on computer graphics techniques as claimed in claim 7, it is characterized in that, the described standard according to each class classification is vibrated method that result shows for to represent that with different colours or different transparency inhomogeneity classification shows.
9. the concrete vibrating method for visually monitoring based on computer graphics techniques as claimed in claim 5, step 4 comprises following concrete steps:
Step 401, vibrate statistics and the standard that prestores of each graticule mesh parameter of vibrating is contrasted to the standard of judging each graticule mesh result of vibrating;
Step 402, according to the standard of each graticule mesh result of vibrating, carry out range, calculate graticule mesh quantity in each class classification;
Step 403, calculate and show that each class classification is at the shared area of whole storehouse face;
Step 404, in construction, according to classification, show in the facial plane figure of storehouse.
10. the concrete vibrating method for visually monitoring based on computer graphics techniques as claimed in claim 9, further, class classification is different shows from other for the color with each class classification or transparency for the described method showing according to classification.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410176995.7A CN104008272B (en) | 2014-04-29 | 2014-04-29 | Concrete vibration visual monitoring method based on computer graphic technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410176995.7A CN104008272B (en) | 2014-04-29 | 2014-04-29 | Concrete vibration visual monitoring method based on computer graphic technology |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104008272A true CN104008272A (en) | 2014-08-27 |
| CN104008272B CN104008272B (en) | 2017-02-08 |
Family
ID=51368924
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410176995.7A Active CN104008272B (en) | 2014-04-29 | 2014-04-29 | Concrete vibration visual monitoring method based on computer graphic technology |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104008272B (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105891453A (en) * | 2016-04-08 | 2016-08-24 | 山东建泽混凝土有限公司 | Device and method for testing apparent mass of bare concrete |
| JP2018159245A (en) * | 2017-03-23 | 2018-10-11 | 株式会社熊谷組 | Management method of concrete placement |
| JP2018193681A (en) * | 2017-05-12 | 2018-12-06 | 大成建設株式会社 | Concrete compaction management device |
| JP2019035265A (en) * | 2017-08-17 | 2019-03-07 | 五洋建設株式会社 | Visual auxiliary device for concrete compaction work and compaction method |
| CN109822745A (en) * | 2019-03-01 | 2019-05-31 | 中国水利水电第七工程局有限公司 | A feed control method for digital stirring mechanical slurry feeding operation |
| CN111553244A (en) * | 2020-04-24 | 2020-08-18 | 中国电建集团成都勘测设计研究院有限公司 | Water and soil conservation monitoring method based on automatic positioning and orienting technology |
| CN113529526A (en) * | 2021-07-20 | 2021-10-22 | 江苏筑港建设集团有限公司 | Energy-saving and environment-friendly construction method for concrete surface layer of wharf yard road |
| CN113781425A (en) * | 2021-09-07 | 2021-12-10 | 中国三峡建工(集团)有限公司 | Concrete leveling analysis method and device |
| CN114648637A (en) * | 2022-03-28 | 2022-06-21 | 江苏禹润智能科技有限公司 | Automatic concrete vibrating method and system based on machine vision |
| CN115506595A (en) * | 2022-10-09 | 2022-12-23 | 上海隧道工程有限公司 | Concrete Vibration System and Vibration Method |
| CN116480153A (en) * | 2023-06-25 | 2023-07-25 | 四川公路桥梁建设集团有限公司 | Beam factory concrete forming management and control method, system and storage medium |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6109111A (en) * | 1997-02-14 | 2000-08-29 | Racine Federated Inc. | Concrete vibrator monitor |
| CN102444289A (en) * | 2011-11-18 | 2012-05-09 | 河海大学 | Concrete pouring and vibrating dynamic visual monitoring method |
| CN103195254A (en) * | 2013-02-21 | 2013-07-10 | 中国水电顾问集团成都勘测设计研究院 | Automatic monitoring method of concrete casting vibrating blank layer |
| CN103281360A (en) * | 2013-05-15 | 2013-09-04 | 中国水电顾问集团成都勘测设计研究院 | Instant messaging method for concrete vibration quality monitoring data |
| CN103308015A (en) * | 2013-05-16 | 2013-09-18 | 中国水电顾问集团成都勘测设计研究院 | Method for monitoring effective coverage of concrete vibration in real time |
-
2014
- 2014-04-29 CN CN201410176995.7A patent/CN104008272B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6109111A (en) * | 1997-02-14 | 2000-08-29 | Racine Federated Inc. | Concrete vibrator monitor |
| CN102444289A (en) * | 2011-11-18 | 2012-05-09 | 河海大学 | Concrete pouring and vibrating dynamic visual monitoring method |
| CN103195254A (en) * | 2013-02-21 | 2013-07-10 | 中国水电顾问集团成都勘测设计研究院 | Automatic monitoring method of concrete casting vibrating blank layer |
| CN103281360A (en) * | 2013-05-15 | 2013-09-04 | 中国水电顾问集团成都勘测设计研究院 | Instant messaging method for concrete vibration quality monitoring data |
| CN103308015A (en) * | 2013-05-16 | 2013-09-18 | 中国水电顾问集团成都勘测设计研究院 | Method for monitoring effective coverage of concrete vibration in real time |
Non-Patent Citations (3)
| Title |
|---|
| 尹习双 等: "基于虚拟现实的水电工程施工动态可视化仿真研究", 《系统仿真学报》 * |
| 田正宏 等: "混凝土振捣动态可视化监测系统开发研究", 《建筑材料学报》 * |
| 钟桂良 等: "碾压混凝土坝施工气候信息实时监控理论与应用", 《水利水电技术》 * |
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105891453A (en) * | 2016-04-08 | 2016-08-24 | 山东建泽混凝土有限公司 | Device and method for testing apparent mass of bare concrete |
| JP2018159245A (en) * | 2017-03-23 | 2018-10-11 | 株式会社熊谷組 | Management method of concrete placement |
| JP2018193681A (en) * | 2017-05-12 | 2018-12-06 | 大成建設株式会社 | Concrete compaction management device |
| JP2019035265A (en) * | 2017-08-17 | 2019-03-07 | 五洋建設株式会社 | Visual auxiliary device for concrete compaction work and compaction method |
| CN109822745A (en) * | 2019-03-01 | 2019-05-31 | 中国水利水电第七工程局有限公司 | A feed control method for digital stirring mechanical slurry feeding operation |
| CN109822745B (en) * | 2019-03-01 | 2021-06-22 | 中国水利水电第七工程局有限公司 | A feed control method for digital stirring mechanical slurry feeding operation |
| CN111553244B (en) * | 2020-04-24 | 2023-05-26 | 中国电建集团成都勘测设计研究院有限公司 | Water and soil conservation monitoring method based on automatic positioning and orientation technology |
| CN111553244A (en) * | 2020-04-24 | 2020-08-18 | 中国电建集团成都勘测设计研究院有限公司 | Water and soil conservation monitoring method based on automatic positioning and orienting technology |
| CN113529526A (en) * | 2021-07-20 | 2021-10-22 | 江苏筑港建设集团有限公司 | Energy-saving and environment-friendly construction method for concrete surface layer of wharf yard road |
| CN113529526B (en) * | 2021-07-20 | 2022-06-21 | 江苏筑港建设集团有限公司 | Energy-saving and environment-friendly construction method for concrete surface layer of wharf yard road |
| CN113781425A (en) * | 2021-09-07 | 2021-12-10 | 中国三峡建工(集团)有限公司 | Concrete leveling analysis method and device |
| CN114648637B (en) * | 2022-03-28 | 2022-10-28 | 江苏禹润智能科技有限公司 | Automatic concrete vibrating method and system based on machine vision |
| CN114648637A (en) * | 2022-03-28 | 2022-06-21 | 江苏禹润智能科技有限公司 | Automatic concrete vibrating method and system based on machine vision |
| CN115506595A (en) * | 2022-10-09 | 2022-12-23 | 上海隧道工程有限公司 | Concrete Vibration System and Vibration Method |
| CN116480153A (en) * | 2023-06-25 | 2023-07-25 | 四川公路桥梁建设集团有限公司 | Beam factory concrete forming management and control method, system and storage medium |
| CN116480153B (en) * | 2023-06-25 | 2023-09-19 | 四川公路桥梁建设集团有限公司 | Beam factory concrete forming management and control method, system and storage medium |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104008272B (en) | 2017-02-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104008272A (en) | Concrete vibration visual monitoring method based on computer graphic technology | |
| CN103195254B (en) | Concreting is vibrated base layer automatic monitoring method | |
| KR101738922B1 (en) | Auto grouting injection management system using proportional control | |
| CN104317263B (en) | Concrete construction is vibrated method for controlling trajectory | |
| CN105512822A (en) | Construction progress management method based on visualization technology | |
| CN116579214A (en) | Digital twinning-based three-dimensional visual bridge pier monitoring system and method | |
| CN105387950A (en) | IDC room temperature monitoring method and system based on distributed fiber temperature measurement | |
| CN109583852B (en) | A material and progress information management system for bridge cantilever pouring construction | |
| CN103308015A (en) | Method for monitoring effective coverage of concrete vibration in real time | |
| CN108647452A (en) | Super High work progress monitoring method based on BIM technology and system | |
| JP2018124799A (en) | Visualization method of manufacturing result, image processing device and program | |
| CN114441463B (en) | Full spectrum water quality data analysis method | |
| CN106528997B (en) | Method for drawing regional particle hourly concentration distribution map | |
| CN110016915A (en) | CFG ram machine construction driving depth monitors system | |
| CN104461797A (en) | System and method for testing notebook computer external display port | |
| CN117094660A (en) | Construction monitoring method and system based on digital twin technology | |
| CN104007717B (en) | Method for monitoring effective depth and effective time of concrete vibration | |
| CN111141473A (en) | Real-time display method and system for product vibration test data | |
| CN110111405A (en) | A kind of pattern algorithm showing compacting process data | |
| CN104266625B (en) | Method for monitoring thickness of concrete base layer | |
| CN105549559B (en) | For obtaining the method and device of the continuous type chemical production technology degree of conformity based on teams and groups | |
| KR101320755B1 (en) | Manufacturing facility simulation system and method | |
| CN109214015B (en) | Building element management method, device, terminal equipment and readable storage medium | |
| CN103646186B (en) | The analysis method of vibrator work efficiency in concrete construction | |
| CN106934729B (en) | Building detection and identification method and device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |