CN112364498A - Building detection method, detection device and storage medium - Google Patents
Building detection method, detection device and storage medium Download PDFInfo
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Abstract
The invention discloses a building detection method, which comprises the following steps: acquiring scanning data, wherein the scanning data comprises geological radar scanning data and/or ultrasonic scanning data; constructing a three-dimensional simulation model according to the geological radar scanning data and/or the ultrasonic scanning data; and determining fracture parameters based on the three-dimensional simulation model and the modeling proportion. The invention also discloses a detection device and a computer readable storage medium, which achieve the effect of improving the building repairing efficiency.
Description
Technical Field
The present invention relates to the field of building quality detection technologies, and in particular, to a building detection method, a building detection device, and a computer-readable storage medium.
Background
In the traditional building field, due to construction procedures, materials and/or external uncontrollable factors and the like, the phenomenon of water leakage caused by cracks on floors is often caused easily. In the conventional scheme, if the crack is invisible to the naked eye, the approximate position of the crack can be generally determined only by the water leakage position. This results in the inability to service before the risk of water leaks occurs. The crack location cannot be accurately located to determine the repair solution. This results in less efficient repair of the building.
The above is only for the purpose of assisting understanding of the technical aspects of the present invention, and does not represent an admission that the above is prior art.
Disclosure of Invention
The invention mainly aims to provide a building detection method, detection equipment and a computer readable storage medium, aiming at achieving the effect of improving the building repair efficiency.
In order to achieve the above object, the present invention provides a building detection method, including the steps of:
acquiring scanning data, wherein the scanning data comprises geological radar scanning data and/or ultrasonic scanning data;
constructing a three-dimensional simulation model according to the geological radar scanning data and/or the ultrasonic scanning data;
and determining fracture parameters based on the three-dimensional simulation model and the modeling proportion.
Optionally, the fracture parameters include a depth, a width, and/or an extent to which the fracture corresponds.
Optionally, after the step of constructing the three-dimensional simulation model according to the geological radar scanning data and/or the ultrasonic scanning data, the method further includes:
and displaying the three-dimensional simulation model in an interactive interface.
Optionally, after the step of determining fracture parameters based on the three-dimensional simulation model and the modeling proportion, the method further includes:
according to the crack parameters, inquiring a target repairing scheme corresponding to the crack parameters in a pre-stored repairing scheme;
and outputting the target repairing scheme.
Optionally, the step of querying, according to the crack parameter, a target repair solution corresponding to the crack parameter in a pre-stored repair solution includes:
determining an interval in which each sub-parameter of the fracture parameters is located;
and selecting the target patching scheme according to the incidence relation between the interval and the pre-stored patching scheme.
Optionally, the step of constructing a three-dimensional simulation model according to the geological radar scanning data and/or the ultrasonic scanning data includes:
sending the geological radar scanning data and/or the ultrasonic scanning data to a server, wherein the server is configured to construct a corresponding three-dimensional model of a scanned building according to the received geological radar scanning data and/or the received ultrasonic scanning data, and feeding back model data of the constructed three-dimensional model to detection equipment;
and receiving the model data, and constructing the three-dimensional simulation model based on the model data.
Optionally, the step of determining fracture parameters based on the three-dimensional simulation model and the modeling proportion includes:
acquiring the modeling proportion, wherein the modeling proportion is a preset fixed numerical value;
determining initial crack parameters corresponding to the cracks according to the dimensional simulation model;
and calculating the fracture parameters according to the initial fracture parameters and the modeling proportion.
In addition, in order to achieve the above object, the present invention further provides a detection apparatus, which includes an ultrasonic scanning probe and/or a radar scanning probe, for scanning a building to acquire geological radar scanning data and/or ultrasonic scanning data.
Optionally, the detection apparatus comprises a memory, a processor and a building detection program stored on the memory and executable on the processor, the building detection program when executed by the processor implementing the steps of the building detection method as described above.
Further, to achieve the above object, the present invention also provides a computer-readable storage medium having stored thereon a building detection program which, when executed by a processor, implements the steps of the building detection method as described above.
The embodiment of the invention provides a building detection method, detection equipment and a computer-readable storage medium, wherein the scanning data are obtained, the scanning data comprise geological radar scanning data and/or ultrasonic scanning data, a three-dimensional simulation model is constructed according to the geological radar scanning data and/or the ultrasonic scanning data, and then crack parameters are determined based on the three-dimensional simulation model and a modeling proportion. Therefore, the crack pose can be accurately determined, and the cracking condition of the crack can be determined, so that the repairing process can be more targeted, and the effect of improving the building repairing efficiency is achieved.
Drawings
Fig. 1 is a schematic terminal structure diagram of a hardware operating environment according to an embodiment of the present invention;
FIG. 2 is a schematic flow chart of an embodiment of a building detection method of the present invention;
FIG. 3 is a cross-sectional view of a building being inspected by the inspection apparatus according to an embodiment of the present invention;
fig. 4 is an interface diagram of a three-dimensional simulation model according to an embodiment of the present invention.
The implementation, functional features and advantages of the objects of the present invention will be further explained with reference to the accompanying drawings.
Detailed Description
It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
In the traditional building field, due to construction procedures, materials and/or external uncontrollable factors and the like, the phenomenon of water leakage caused by cracks on the floor is often caused easily. In the conventional scheme, if the crack is invisible to the naked eye, the approximate position of the crack can be generally determined only by the water leakage position. This results in the inability to service before the risk of water leaks occurs. The crack location cannot be accurately located to determine the repair solution. This results in less efficient repair of the building.
In order to solve the above-mentioned drawbacks of the related art, an embodiment of the present invention provides a building detection method, which mainly includes the following steps:
acquiring scanning data, wherein the scanning data comprises geological radar scanning data and/or ultrasonic scanning data;
constructing a three-dimensional simulation model according to the geological radar scanning data and/or the ultrasonic scanning data;
and determining fracture parameters based on the three-dimensional simulation model and the modeling proportion.
Therefore, the crack pose can be accurately determined, and the cracking condition of the crack can be determined, so that the repairing process can be more targeted, and the effect of improving the building repairing efficiency is achieved.
As shown in fig. 1, fig. 1 is a schematic terminal structure diagram of a hardware operating environment according to an embodiment of the present invention.
The terminal of the embodiment of the invention can be a PC or a special detection device and the like.
As shown in fig. 1, the terminal may include: a processor 1001, such as a CPU, a network interface 1004, a user interface 1003, a memory 1005, a communication bus 1002. Wherein a communication bus 1002 is used to enable connective communication between these components. The user interface 1003 may include a Display screen (Display), an input unit such as a Keyboard (Keyboard), a mouse, etc., and the optional user interface 1003 may also include a standard wired interface, a wireless interface. The network interface 1004 may optionally include a standard wired interface, a wireless interface (e.g., WI-FI interface). The memory 1005 may be a high-speed RAM memory or a non-volatile memory (e.g., a magnetic disk memory). The memory 1005 may alternatively be a storage device separate from the processor 1001.
Those skilled in the art will appreciate that the terminal structure shown in fig. 1 is not intended to be limiting and may include more or fewer components than those shown, or some components may be combined, or a different arrangement of components.
As shown in fig. 1, a memory 1005, which is a kind of computer storage medium, may include therein an operating system, a network communication module, a user interface module, and a building detection program.
In the terminal shown in fig. 1, the network interface 1004 is mainly used for connecting to a backend server and performing data communication with the backend server; the processor 1001 may be configured to invoke a building detection program stored in the memory 1005 and perform the following operations:
acquiring scanning data, wherein the scanning data comprises geological radar scanning data and/or ultrasonic scanning data;
constructing a three-dimensional simulation model according to the geological radar scanning data and/or the ultrasonic scanning data;
and determining fracture parameters based on the three-dimensional simulation model and the modeling proportion.
Further, the processor 1001 may call the building detection program stored in the memory 1005, and also perform the following operations:
and displaying the three-dimensional simulation model in an interactive interface.
Further, the processor 1001 may call the building detection program stored in the memory 1005, and also perform the following operations:
according to the crack parameters, inquiring a target repairing scheme corresponding to the crack parameters in a pre-stored repairing scheme;
and outputting the target repairing scheme.
Further, the processor 1001 may call the building detection program stored in the memory 1005, and also perform the following operations:
determining an interval in which each sub-parameter of the fracture parameters is located;
and selecting the target patching scheme according to the incidence relation between the interval and the pre-stored patching scheme.
Further, the processor 1001 may call the building detection program stored in the memory 1005, and also perform the following operations:
sending the geological radar scanning data and/or the ultrasonic scanning data to a server, wherein the server is configured to construct a corresponding three-dimensional model of a scanned building according to the received geological radar scanning data and/or the received ultrasonic scanning data, and feeding back model data of the constructed three-dimensional model to detection equipment;
and receiving the model data, and constructing the three-dimensional simulation model based on the model data.
Further, the processor 1001 may call the building detection program stored in the memory 1005, and also perform the following operations:
acquiring the modeling proportion, wherein the modeling proportion is a preset fixed numerical value;
determining initial crack parameters corresponding to the cracks according to the dimensional simulation model;
and calculating the fracture parameters according to the initial fracture parameters and the modeling proportion.
Referring to fig. 2, in an embodiment of the building detection method of the present invention, the building detection method includes the steps of:
step S10, scanning data are obtained, wherein the scanning data comprise geological radar scanning data and/or ultrasonic scanning data;
in this embodiment, the detection apparatus is provided with an ultrasonic scanning probe and/or a radar scanning probe for scanning a building to obtain geological radar scan data and/or ultrasonic scan data.
It should be noted that, when detection device was provided with ultrasonic scanning probe and radar scanning probe simultaneously, ultrasonic scanning probe and radar scanning probe can set up as an organic whole, make can pass through the integrative difunctional probe that sets up, obtain corresponding geological radar scanning data and ultrasonic scanning data at the same time, thereby when carrying out the model building based on this ultrasonic scanning data and radar scanning data, can carry out the error correction each other based on geological radar scanning data and ultrasonic scanning data to make the result of building a model more accurate.
S20, constructing a three-dimensional simulation model according to the geological radar scanning data and/or the ultrasonic scanning data;
in this embodiment, when the geological radar scanning data and/or the ultrasonic scanning data are/is acquired, the three-dimensional model of the building body to be detected can be constructed through a pre-stored model construction algorithm according to the geological radar scanning data and/or the ultrasonic scanning data as the parameters. It can be understood that, because the scanning is based on local accurate scanning, the constructed three-dimensional model is also a building model of a part of the building body.
In a specific application scenario, the detection device is generally used for detecting cracks on floors or walls, or joints.
Exemplarily, referring to fig. 3, the inspection apparatus includes a scanning probe 11 and a data processing device 12, the scanning probe 11 is used for contacting an area to be inspected of a building 20 to be inspected, and then scans the area to be inspected of the inspection object based on radar scanning and/or ultrasonic scanning principles. The data processing device 12 is configured to process the scan data. Wherein the processing means 12 is typically further provided with an interactive interface for outputting image information and receiving user control information. So that the three-dimensional simulation model can be presented in an interactive interface.
Optionally, the detection apparatus may further include a connection line 13 for connecting the scanning probe 11 and the data processing device 12, so that a communication connection is realized between the scanning probe 11 and the data processing device 12. Of course, the scanning probe 11 and the data processing device 12 may be provided with various wireless communication modules to realize data communication by wireless connection. This embodiment is not limited to this.
Referring to fig. 4, fig. 3 is a sectional view of a three-dimensional simulation model of a floor 20, on which floor 20 a crack 21 is formed due to external factors and/or other factors.
And step S30, determining crack parameters based on the three-dimensional simulation model and the modeling proportion.
In this embodiment, the position of the crack in the building can be determined according to the three-dimensional simulation model, and the initial crack parameters of the crack in the three-dimensional simulation model can also be determined. And the modeling ratio of the model is a preset fixed value, for example, 1: 50. Therefore, the modeling proportion can be obtained firstly, then the initial fracture parameters corresponding to the fracture are determined according to the dimensional simulation model, and then the fracture parameters are calculated according to the initial fracture parameters and the modeling proportion.
Wherein the fracture parameters include depth, width and/or extent to which the fracture corresponds with reference to fig. 4.
In this embodiment, scanning data is obtained, wherein the scanning data includes geological radar scanning data and/or ultrasonic scanning data, a three-dimensional simulation model is constructed according to the geological radar scanning data and/or the ultrasonic scanning data, and fracture parameters are determined based on the three-dimensional simulation model and a modeling proportion. Therefore, the crack pose can be accurately determined, and the cracking condition of the crack can be determined, so that the repairing process can be more targeted, and the effect of improving the building repairing efficiency is achieved.
Optionally, based on the foregoing embodiment, in another embodiment, after the step of determining fracture parameters based on the three-dimensional simulation model and the modeling ratio, the method further includes:
according to the crack parameters, inquiring a target repairing scheme corresponding to the crack parameters in a pre-stored repairing scheme, and outputting the target repairing scheme
In this embodiment, a plurality of sets of maintenance schemes are stored in the inspection apparatus in advance. I.e. pre-stored patching schemes. Each pre-stored repair scenario is associated with a range interval of sub-parameters in the fracture parameter. For example, the repair recipe 1 is associated with the width sections (a, b), the width sections (c, d), and the depth sections (p, q) of the crack. Therefore, after determining the fracture parameters based on the three-dimensional simulation model and the modeling proportion, the interval where the sub-parameter of each fracture parameter is located can be determined, and then the target repair scheme is selected according to the association relationship between the interval and the pre-stored repair scheme.
Specifically, the intervals in which three specific sub-parameters are located may be determined first. And then acquiring a scheme associated with the corresponding interval. When the scheme associated with the interval in which the three sub-parameters are located is a plurality of different schemes, a plurality of schemes can be output.
Example 1, if the sections in which the depth, width, and width corresponding to the crack fall are respectively associated with scheme 1, scheme 2, and scheme 3, then scheme 1, scheme 2, and scheme 3 may be output for the user to select.
Example 2, the section in which the depth and the width corresponding to the crack fall is associated with scheme 1, and the section in which the width falls is associated with scheme 2. Then both scenario 1 and scenario 2 are output. For selection by the user. Alternatively, a plurality of schemes are output, and schemes with more association can be preferentially recommended according to the number of interval associations. For example, in the present example, the recommendation scheme 1 is prioritized.
In the technical solution disclosed in this embodiment, according to the crack parameter, a target repair solution corresponding to the crack parameter is queried in a pre-stored repair solution, and then the target repair solution is output. The repair scheme can be automatically output according to the crack parameters, so that the cracks can be repaired in a targeted manner, and the defects of resource waste caused by global repair and poor repair effect caused by traditional repair are avoided.
Optionally, in a further embodiment, the step of constructing a three-dimensional simulation model according to the geological radar scanning data and/or the ultrasonic scanning data includes:
and sending the geological radar scanning data and/or the ultrasonic scanning data to a server, wherein the server is configured to construct a corresponding three-dimensional model of the scanned building according to the received geological radar scanning data and/or the received ultrasonic scanning data, feed back the constructed model data of the three-dimensional model to a detection device, then receive the model data, and construct the three-dimensional simulation model based on the model data.
In this embodiment, the server may construct a three-dimensional model of a corresponding scanned building according to the received geological radar scan data and/or the ultrasonic scan data, and feed back model data of the constructed three-dimensional model to the detection device, so that an effect of reducing the calculation amount of the detection device is achieved.
In addition, an embodiment of the present invention further provides a detection apparatus, where the detection apparatus includes a memory, a processor, and a building detection program stored on the memory and executable on the processor, and when the building detection program is executed by the processor, the building detection method according to the above embodiments is implemented.
Furthermore, an embodiment of the present invention further provides a computer-readable storage medium, where a building detection program is stored on the computer-readable storage medium, and when being executed by a processor, the building detection program implements the steps of the building detection method according to the above embodiments.
It should be noted that, in this document, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or system that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or system. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other like elements in a process, method, article, or system that comprises the element.
The above-mentioned serial numbers of the embodiments of the present invention are merely for description and do not represent the merits of the embodiments.
Through the above description of the embodiments, those skilled in the art will clearly understand that the method of the above embodiments can be implemented by software plus a necessary general hardware platform, and certainly can also be implemented by hardware, but in many cases, the former is a better implementation manner. Based on such understanding, the technical solution of the present invention may be embodied in the form of a software product, which is stored in a storage medium (e.g. ROM/RAM, magnetic disk, optical disk) as described above and includes instructions for enabling a detection device (e.g. an intelligent terminal or a professional detection device connectable with a scanning probe and/or a radar scanning probe) to execute the method according to the embodiments of the present invention.
The above description is only a preferred embodiment of the present invention, and not intended to limit the scope of the present invention, and all modifications of equivalent structures and equivalent processes, which are made by using the contents of the present specification and the accompanying drawings, or directly or indirectly applied to other related technical fields, are included in the scope of the present invention.
Claims (10)
1. A building detection method, characterized in that the building detection method is applied to a detection apparatus, the building detection method comprising the steps of:
acquiring scanning data, wherein the scanning data comprises geological radar scanning data and/or ultrasonic scanning data;
constructing a three-dimensional simulation model according to the geological radar scanning data and/or the ultrasonic scanning data;
and determining fracture parameters based on the three-dimensional simulation model and the modeling proportion.
2. The building detection method of claim 1, wherein the crack parameters include a depth, a width, and/or an extent to which the crack corresponds.
3. The building detection method of claim 1, wherein after the step of constructing a three-dimensional simulation model from the geological radar scan data and/or the ultrasonic scan data, further comprising:
and displaying the three-dimensional simulation model in an interactive interface.
4. The building detection method of claim 1, wherein the step of determining fracture parameters based on the three-dimensional simulation model and the modeled scale is followed by further comprising:
according to the crack parameters, inquiring a target repairing scheme corresponding to the crack parameters in a pre-stored repairing scheme;
and outputting the target repairing scheme.
5. The building detection method according to claim 4, wherein the step of querying a target repair plan corresponding to the crack parameter in a pre-stored repair plan according to the crack parameter comprises:
determining an interval in which each sub-parameter of the fracture parameters is located;
and selecting the target patching scheme according to the incidence relation between the interval and the pre-stored patching scheme.
6. The building detection method of claim 1, wherein the step of constructing a three-dimensional simulation model from the geological radar scan data and/or the ultrasonic scan data comprises:
sending the geological radar scanning data and/or the ultrasonic scanning data to a server, wherein the server is configured to construct a corresponding three-dimensional model of a scanned building according to the received geological radar scanning data and/or the received ultrasonic scanning data, and feeding back model data of the constructed three-dimensional model to detection equipment;
and receiving the model data, and constructing the three-dimensional simulation model based on the model data.
7. The building detection method of claim 1, wherein the step of determining fracture parameters based on the three-dimensional simulation model and modeling proportions comprises:
acquiring the modeling proportion, wherein the modeling proportion is a preset fixed numerical value;
determining initial crack parameters corresponding to the cracks according to the dimensional simulation model;
and calculating the fracture parameters according to the initial fracture parameters and the modeling proportion.
8. A detection apparatus, characterised in that the detection apparatus comprises an ultrasonic scanning probe and/or a radar scanning probe for scanning a building to obtain geological radar scan data and/or ultrasonic scan data.
9. The detection apparatus according to claim 8, characterized by a memory, a processor and a building detection program stored on the memory and executable on the processor, the building detection program, when executed by the processor, implementing the steps of the building detection method according to any one of claims 1 to 7.
10. A computer-readable storage medium, characterized in that the computer-readable storage medium has stored thereon a building detection program which, when executed by a processor, implements the steps of the building detection method according to any one of claims 1 to 7.
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