CN113959496A - Dam foundation grouting three-dimensional visual analysis system based on graphic medium and modeling method - Google Patents
Dam foundation grouting three-dimensional visual analysis system based on graphic medium and modeling method Download PDFInfo
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Abstract
The invention relates to a dam foundation grouting three-dimensional visual analysis system and a modeling method based on a graphic medium, wherein a visual interaction system comprises a dam foundation grouting system (100) and display equipment (200); the dam foundation grouting system (100) is connected with the display equipment (200); the dam foundation grouting system (100) comprises sensing equipment (101), a data transmission module (102), a dam foundation grouting control processing module (103), a data storage module (104) and a data sending module (105), and is used for collecting, transmitting, controlling, storing and sending data. The system automatically generates a grouting hole subsection grouting hole model according to the drilling coordinates, the hole height and the drilling radius, and the unit ash absorption amount or the water permeability of each section is represented by the color depth, so that the system can analyze and display dam foundation grouting parameter information intuitively and efficiently.
Description
Technical Field
The invention relates to the technical field of hydraulic engineering, in particular to a dam foundation grouting effect three-dimensional visualization analysis system and a modeling method based on a graphic medium.
Background
By adopting the grouting technology to treat the dam bedrock or the gravel sand layer, the requirement of the damming engineering is met, the stability and the safety of the dam foundation are ensured, the normal operation of the reservoir is ensured, and the due benefit is exerted. Dam foundation grouting is a concealed project, the filling condition of the grouting slurry in the dam foundation cannot be directly evaluated, the construction quality is difficult to judge visually, and a construction unit needs to do a lot of finishing and analysis work. Therefore, the invention provides a dam foundation grouting effect three-dimensional visual analysis system based on a graphic medium, which can rapidly and visually display the grouting effect of the whole dam foundation according to grouting information.
Disclosure of Invention
The invention aims to provide a dam foundation grouting effect three-dimensional visual analysis system and a modeling method of hydraulic engineering based on a graphic medium, so as to solve the problems in the background technology.
A dam foundation grouting three-dimensional visual analysis system based on graphic media comprises a dam foundation grouting system 100 and display equipment 200; the dam foundation grouting system 100 is connected with the display equipment 200;
the dam foundation grouting system 100 comprises sensing equipment 101, a data transmission module 102, a dam foundation grouting control processing module 103, a data storage module 104 and a data sending module 105, and is used for collecting, transmitting, controlling, storing and sending data; wherein the sensing device 101 and the data transmission module 102 are connected with each other; the data transmission module 102 and the dam foundation grouting control processing module 103 are connected with each other; the dam foundation grouting control processing module 103, the data storage module 104 and the data sending module 105 are connected in sequence;
the sensing hardware device 101 is used for sensing and monitoring the slurry flow, density, grouting pressure, temperature, lifting value and other items in dam foundation grouting;
the data transmission line 102 is used for connecting the sensing hardware device 101 and the dam foundation grouting control processing device 103, the sensing hardware device 101 transmits acquired data to the dam foundation grouting control processing device 103 through the data transmission line 102, and the dam foundation grouting control processing device 103 transmits an acquisition instruction to the sensing hardware device 101 through the data transmission line 102;
the dam foundation grouting control processing equipment 103 is used for controlling the operation of the data transmission line 102, the data storage module 104 and the data sending equipment 105; the data processing device is used for associating data acquired by the sensing hardware device 101 with the serial number of the sensing hardware device in the data storage module 104 through the data transmission line 102, processing the data and transmitting the data to the data storage module 104 for storage;
the data storage module 104 is configured to store data acquired by controlling the sensing hardware devices 101 through the dam foundation grouting control processing device 103, and the serial number of each sensing hardware device 101;
the data sending device 105 is configured to convert the analog signal transmitted by the dam foundation grouting control processing device 103 into a radio frequency signal and send the radio frequency signal to the display device 200.
Further, the sensing hardware device 101 comprises a slurry inlet flowmeter, a slurry return densimeter, a grouting pressure gauge, a thermometer and a lifting monitor; the sensing hardware equipment is arranged in the monitoring equipment near the dam foundation curtain grouting and consolidation grouting hole.
Further, the display apparatus 200 includes a display data receiving module 201, a display data storage module 202, a display control processing module 203, and a display output module 204; the dam foundation grouting hole and sensing data output display device is used for displaying dam foundation grouting holes and sensing data; the display data receiving module 201, the display data storage module 202, the display control processing module 203 and the display output module 204 are connected in sequence; the display data storage module 202 and the display control processing module 203 are connected to each other.
Further, the display data storage module 202 is configured to store a three-dimensional model of each grouting hole of the dam foundation, a basic information aperture, a length, a spatial coordinate, a grouting hole type, and the like, and number information of the sensing hardware device corresponding to the grouting hole type; and also for storing the data received by the presentation data storage module 202.
Further, the display control processing module 203 is configured to control operations of the display data receiving module 201, the display data storing module 202, and the display output device 204.
Further, the display output module 204 is configured to view data after the display control processing module 203 processes the display data storage module 202, including sensing and monitoring data of grouting holes and grouting processes.
Further, the data sending module 105 is connected to the display data receiving module 201.
Further, the display output module 204 is a touch screen display.
The method for parametric modeling of the dam foundation grouting hole by using the analysis system realizes three-dimensional visual analysis expression of the dam foundation grouting effect through a physical attribute set, a grouting state parameter set and a method set of the grouting hole; the method comprises the following steps:
the physical attribute set is denoted as [ id, x ]i，yi，zi，n，d，α，β，nl]Id represents grouting hole number, O (x)0，y0，z0) Representing the three-dimensional coordinates of an orifice of the grouting hole, d representing the diameter of the grouting hole, alpha representing the azimuth angle of the grouting hole, beta representing the inclination angle of the grouting hole, n being the nth section of the grouting hole, and nl representing the length of the nth section of the grouting hole; 1 calculating nl from the above parameters, as shown in the following equation:
2 calculating the top center and bottom center coordinates O of the segment1(x1，y1，z1)，O2(x2，y2，z2) As shown in the following formula:
the grouting state parameter set comprises slurry flow, density, grouting pressure, temperature and lifting value;
the method set comprises the following steps: [3dPoint, Cylinder, SetObjsColor, Show ], wherein 3dPoint () is a three-dimensional point simulation function, Cylinder () is a grouting hole simulation function, SetObjsColor () is a coloring function of each section of a grouting hole, and Show () is a visualization function; the parametric modeling method comprises the following steps:
1) according to the data variable set, calculating the coordinates O of the center points of the top and the bottom of the grouting hole section in the boundary range through the formulas (1) to (3)1、O2Expressing the method set as a three-dimensional coordinate point based on 3dPoint ();
2) generating a dam foundation grouting hole three-dimensional model according to the grouting hole physical attribute set through a Cylinder () function, and performing segmentation processing on the grouting holes;
3) the SetObisColor () uses a grouting state parameter set to color each section of the grouting hole, and the depth of the color corresponds to the size of the displayed grouting state parameter value;
4) finally, the closure B is visualized by a number Show ();
5) and (4) circulating the steps (1) to (4), and quickly realizing the simulation of the grouting effect of all grouting hole section models of the whole dam foundation curtain grouting and the consolidation grouting.
The system has the advantages that the system automatically generates a grouting hole subsection grouting hole model according to the drilling coordinates, the hole height and the drilling radius, and the unit ash absorption amount or the water permeability of each section of the grouting hole is expressed by the color depth in the grouting effect display equipment by monitoring grouting state information (slurry flow, density, grouting pressure, temperature and lifting value). The system can analyze and display dam foundation grouting effect parameter information intuitively and efficiently.
Drawings
Fig. 1 is a block diagram of the connection relationship of the system.
Fig. 2 is a three-dimensional schematic view of a grouting hole of the invention.
FIG. 3 is a diagram of the water permeability of each section of the grouting hole of the invention.
FIG. 4 is a diagram of the water permeability of each section of the grouting hole of the invention.
Detailed Description
A dam foundation grouting three-dimensional visual analysis system based on graphic media comprises a dam foundation grouting system 100 and display equipment 200; the dam foundation grouting system 100 is connected with the display equipment 200;
the dam foundation grouting system 100 comprises sensing equipment 101, a data transmission module 102, a dam foundation grouting control processing module 103, a data storage module 104 and a data sending module 105, and is used for collecting, transmitting, controlling, storing and sending data; wherein the sensing device 101 and the data transmission module 102 are connected with each other; the data transmission module 102 and the dam foundation grouting control processing module 103 are connected with each other; the dam foundation grouting control processing module 103, the data storage module 104 and the data sending module 105 are connected in sequence;
the sensing hardware device 101 is used for sensing and monitoring the slurry flow, density, grouting pressure, temperature, lifting value and other items in dam foundation grouting;
the data transmission line 102 is used for connecting the sensing hardware device 101 and the dam foundation grouting control processing device 103, the sensing hardware device 101 transmits acquired data to the dam foundation grouting control processing device 103 through the data transmission line 102, and the dam foundation grouting control processing device 103 transmits an acquisition instruction to the sensing hardware device 101 through the data transmission line 102;
the dam foundation grouting control processing equipment 103 is used for controlling the operation of the data transmission line 102, the data storage module 104 and the data sending equipment 105; the data processing device is used for associating data acquired by the sensing hardware device 101 with the serial number of the sensing hardware device in the data storage module 104 through the data transmission line 102, processing the data and transmitting the data to the data storage module 104 for storage;
the data storage module 104 is configured to store data acquired by controlling the sensing hardware devices 101 through the dam foundation grouting control processing device 103, and the serial number of each sensing hardware device 101;
the data sending device 105 is configured to convert the analog signal transmitted by the dam foundation grouting control processing device 103 into a radio frequency signal and send the radio frequency signal to the display device 200.
Further, the sensing hardware device 101 comprises a slurry inlet flowmeter, a slurry return densimeter, a grouting pressure gauge, a thermometer and a lifting monitor; the sensing hardware equipment is arranged in the monitoring equipment near the dam foundation curtain grouting and consolidation grouting hole.
Further, the display apparatus 200 includes a display data receiving module 201, a display data storage module 202, a display control processing module 203, and a display output module 204; the dam foundation grouting hole and sensing data output display device is used for displaying dam foundation grouting holes and sensing data; the display data receiving module 201, the display data storage module 202, the display control processing module 203 and the display output module 204 are connected in sequence; the display data storage module 202 and the display control processing module 203 are connected to each other.
Further, the display data storage module 202 is configured to store a three-dimensional model of each grouting hole of the dam foundation, a basic information aperture, a length, a spatial coordinate, a grouting hole type, and the like, and number information of the sensing hardware device corresponding to the grouting hole type; and also for storing the data received by the presentation data storage module 202.
Further, the display control processing module 203 is configured to control operations of the display data receiving module 201, the display data storing module 202, and the display output device 204.
Further, the display output module 204 is configured to view data after the display control processing module 203 processes the display data storage module 202, including sensing and monitoring data of grouting holes and grouting processes.
Further, the data sending module 105 is connected to the display data receiving module 201.
Further, the display output module 204 is a touch screen display.
The method for parametric modeling of the dam foundation grouting hole by using the analysis system realizes three-dimensional visual analysis expression of the dam foundation grouting effect through a physical attribute set, a grouting state parameter set and a method set of the grouting hole; the method comprises the following steps:
the physical attribute set is denoted as [ id, x ]i，yi，zi，n，d，α，β，nl]Id represents grouting hole number, O (x)0，y0，z0) Representing the three-dimensional coordinates of an orifice of the grouting hole, d representing the diameter of the grouting hole, alpha representing the azimuth angle of the grouting hole, beta representing the inclination angle of the grouting hole, n being the nth section of the grouting hole, and nl representing the length of the nth section of the grouting hole; 1 calculating nl from the above parameters, as shown in the following equation:
2 calculating the top center and bottom center coordinates O of the segment1(x1，y1，z1)，O2(x2，y2，z2) As shown in the following formula:
the grouting state parameter set comprises slurry flow, density, grouting pressure, temperature and lifting value;
the method set comprises the following steps: [3dPoint, Cylinder, SetObjsColor, Show ], wherein 3dPoint () is a three-dimensional point simulation function, Cylinder () is a grouting hole simulation function, SetObjsColor () is a coloring function of each section of a grouting hole, and Show () is a visualization function; the parametric modeling method comprises the following steps:
1) according to the data variable set, calculating the coordinates O of the center points of the top and the bottom of the grouting hole section in the boundary range through the formulas (1) to (3)1、O2Expressing the method set as a three-dimensional coordinate point based on 3dPoint ();
2) generating a dam foundation grouting hole three-dimensional model according to the grouting hole physical attribute set through a Cylinder () function, and performing segmentation processing on the grouting holes;
3) the SetObisColor () uses a grouting state parameter set to color each section of the grouting hole, and the depth of the color corresponds to the size of the displayed grouting state parameter value;
4) finally, the closure B is visualized by a number Show ();
5) and (4) circulating the steps (1) to (4), and quickly realizing the simulation of the grouting effect of all grouting hole section models of the whole dam foundation curtain grouting and the consolidation grouting.
The technical scheme of the invention is used for grouting dam foundations of certain hydropower station dams in China.
The foregoing is only a part of the specific embodiments of the present invention and specific details or common general knowledge in the schemes have not been described herein in more detail. It should be noted that the above-mentioned embodiments do not limit the present invention in any way, and all technical solutions obtained by means of equivalent substitution or equivalent transformation for those skilled in the art are within the protection scope of the present invention. The scope of the claims of the present application shall be determined by the contents of the claims, and the description of the embodiments and the like in the specification shall be used to explain the contents of the claims.
Claims (10)
1. A dam foundation grouting three-dimensional visual analysis system based on a graphic medium is characterized in that the visual interaction system comprises a dam foundation grouting system (100) and display equipment (200); the dam foundation grouting system (100) is connected with the display equipment (200);
the dam foundation grouting system (100) comprises sensing equipment (101), a data transmission module (102), a dam foundation grouting control processing module (103), a data storage module (104) and a data sending module (105), and is used for collecting, transmitting, controlling, storing and sending data; wherein the sensing device (101) and the data transmission module (102) are connected with each other; the data transmission module (102) and the dam foundation grouting control processing module (103) are connected with each other; the dam foundation grouting control processing module (103), the data storage module (104) and the data sending module (105) are sequentially connected;
the sensing hardware equipment (101) is used for sensing and monitoring each item of slurry flow, density, grouting pressure, temperature and uplift value in dam foundation grouting;
the data transmission line (102) is used for connecting the sensing hardware device (101) and the dam foundation grouting control processing device (103), the sensing hardware device (101) transmits acquired data to the dam foundation grouting control processing device (103) through the data transmission line (102), and the dam foundation grouting control processing device (103) transmits an acquisition instruction to the sensing hardware device (101) through the data transmission line (102);
the dam foundation grouting control processing equipment (103) is used for controlling the operation of the data transmission line (102), the data storage module (104) and the data sending equipment (105); the data acquisition device is used for associating data acquired by the perception hardware device (101) with the serial number of the perception hardware device in the data storage module (104) through the data transmission line (102), processing the data and transmitting the data into the data storage module (104) for storage;
the data storage module (104) is used for storing data acquired by controlling the sensing hardware equipment (101) through the dam foundation grouting control processing equipment (103), and the serial number of each sensing hardware equipment (101);
and the data sending equipment (105) is used for converting the analog signals transmitted by the dam foundation grouting control processing equipment (103) into radio frequency signals and sending the radio frequency signals to the display equipment (200).
2. The graphical medium based dam foundation grouting three-dimensional visualization analysis system according to claim 1, wherein the sensing hardware device (101) comprises a slurry inlet flowmeter, a slurry return densitometer, a grouting pressure gauge, a thermometer, and a lifting monitor; the sensing hardware equipment is arranged in the monitoring equipment near the dam foundation curtain grouting and consolidation grouting hole.
3. The graphical medium based dam foundation grouting three-dimensional visualization analysis system according to claim 1, wherein the display device (200) comprises a display data receiving module (201), a display data storage module (202), a display control processing module (203), and a display output module (204); the dam foundation grouting hole and sensing data output display device is used for displaying dam foundation grouting holes and sensing data; the display data receiving module (201), the display data storage module (202), the display control processing module (203) and the display output module (204) are connected in sequence; the display data storage module (202) and the display control processing module (203) are connected with each other.
4. The dam foundation grouting three-dimensional visualization analysis system based on graphic media as claimed in claim 3, wherein the display data storage module (202) is used for storing three-dimensional models of grouting holes of the dam foundation, basic information and number information of sensing hardware equipment corresponding to the basic information; and is used for storing the data received by the display data storage module (202).
5. The graphical medium based dam foundation grouting three-dimensional visualization analysis system according to claim 3, characterized in that the display control processing module (203) is used for controlling the operation of the display data receiving module (201), the display data storage module (202) and the display output device (204).
6. The graphic-medium-based dam foundation grouting three-dimensional visualization analysis system according to claim 3, wherein the display output module (204) is configured to view data after the display control processing module (203) processes the display data storage module (202), including grouting holes and sensing monitoring data during grouting.
7. The graphical medium based dam foundation grouting three-dimensional visualization analysis system according to claim 3, characterized in that the data transmission module (105) is connected with the display data receiving module (201).
8. The method for parametric modeling of the grouting hole of the dam foundation by using the analysis system as claimed in claim 3, wherein the method realizes three-dimensional visual analysis expression of the grouting effect of the dam foundation through the physical property set, the grouting state parameter set and the method set of the grouting hole; the method comprises the following steps:
the physical attribute set is denoted as [ id, x ]i，yi，zi，n，d，α，β，nl]Id represents grouting hole number, O (x)0，y0，z0) Representing the three-dimensional coordinates of an orifice of the grouting hole, d representing the diameter of the grouting hole, alpha representing the azimuth angle of the grouting hole, beta representing the inclination angle of the grouting hole, n being the nth section of the grouting hole, and nl representing the length of the nth section of the grouting hole;
(1) nl is calculated from the above parameters as shown in the following equation:
(2) calculating the top center and bottom center coordinates O of the segment1(x1，y1，z1)，O2(x2，y2，z2) As shown in the following formula:
9. the method of claim 8, wherein the set of grouting condition parameters includes grout flow, density, grouting pressure, temperature, lift value.
10. The method of claim 8, wherein the set of methods comprises: [3dPoint, Cylinder, SetObjsColor, Show ], wherein 3dPoint () is a three-dimensional point simulation function, Cylinder () is a grouting hole simulation function, SetObjsColor () is a coloring function of each section of a grouting hole, and Show () is a visualization function; the parametric modeling method comprises the following steps:
(1) according to the data variable set, calculating the coordinates O of the center points of the top and the bottom of the grouting hole section in the boundary range through the formulas (1) to (3)1、O2Expressing the method set as a three-dimensional coordinate point based on 3dPoint ();
(2) generating a dam foundation grouting hole three-dimensional model according to the grouting hole physical attribute set through a Cylinder () function, and performing segmentation processing on the grouting holes;
(3) the SetObisColor () uses a grouting state parameter set to color each section of the grouting hole, and the depth of the color corresponds to the size of the displayed grouting state parameter value;
(4) finally, the closure B is visualized by a number Show ();
(5) and (4) circulating the steps (1) to (4), and quickly realizing the simulation of the grouting effect of all grouting hole section models of the whole dam foundation curtain grouting and the consolidation grouting.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115033963A (en) * | 2022-06-15 | 2022-09-09 | 中国电建集团成都勘测设计研究院有限公司 | Method for establishing curtain grouting BIM model based on 3DE |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104833389A (en) * | 2015-05-19 | 2015-08-12 | 长沙理工大学 | Grouting sealing hole stop grout visual experimental device and experimental method thereof |
| CN110544226A (en) * | 2019-09-26 | 2019-12-06 | 天津大学 | real-time display system of water and electricity engineering grouting information based on augmented reality technology |
| CN113373903A (en) * | 2021-06-23 | 2021-09-10 | 北京中岩大地科技股份有限公司 | Grouting visual statistical analysis management platform and use method thereof |
-
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- 2021-10-28 CN CN202111262610.5A patent/CN113959496A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104833389A (en) * | 2015-05-19 | 2015-08-12 | 长沙理工大学 | Grouting sealing hole stop grout visual experimental device and experimental method thereof |
| CN110544226A (en) * | 2019-09-26 | 2019-12-06 | 天津大学 | real-time display system of water and electricity engineering grouting information based on augmented reality technology |
| CN113373903A (en) * | 2021-06-23 | 2021-09-10 | 北京中岩大地科技股份有限公司 | Grouting visual statistical analysis management platform and use method thereof |
Non-Patent Citations (2)
| Title |
|---|
| 李晓超;马海忠;童显超;: "苗尾水电站帷幕灌浆动态监控系统研究及应用" * |
| 闫福根;钟登华;任炳昱;岳攀;樊贵超;李晓超;: "基于B/S结构的三维交互式灌浆可视化系统的研制及应用" * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115033963A (en) * | 2022-06-15 | 2022-09-09 | 中国电建集团成都勘测设计研究院有限公司 | Method for establishing curtain grouting BIM model based on 3DE |
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Application publication date: 20220121 |