CN113129440A - Pile foundation type selection and construction control method, device, equipment and storage medium - Google Patents
Pile foundation type selection and construction control method, device, equipment and storage medium Download PDFInfo
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Abstract
The invention discloses a pile foundation type selection and construction control method, device, equipment and storage medium, and belongs to the field of building construction. The pile foundation type selection and construction control method comprises the steps of obtaining construction data, wherein the construction data comprises advanced drilling data; generating a three-dimensional geological model according to the advanced drilling data; determining the type of a pile foundation according to the three-dimensional geological model and the construction data; and generating a construction file according to the advanced drilling data, the pile foundation type and preset construction reference information. The pile foundation type selection and construction control method can effectively improve the construction operation efficiency.
Description
Technical Field
The invention relates to the field of building construction, in particular to a pile foundation type selection and construction control method, device, equipment and storage medium.
Background
At present, in the pile foundation model selection and the construction process, often need combine many two-dimensional plane graphs to estimate the pile foundation length, the work load of estimation of this kind of mode is great, can influence the efficiency of construction operation, consequently, how to provide a simple and convenient pile foundation model selection and construction control method, improve the construction operation efficiency, become the problem that awaits solution urgently.
Disclosure of Invention
The present invention is directed to solving at least one of the problems of the prior art. Therefore, the invention provides a pile foundation type selection and construction control method which can effectively improve the construction operation efficiency.
The invention also provides a pile foundation type selection and construction control device with the pile foundation type selection and construction control method.
The invention also provides electronic equipment with the pile foundation type selection and construction control method.
The invention also provides a computer readable storage medium with the pile foundation type selection and construction control method.
According to the first aspect of the invention, the pile foundation type selection and construction control method comprises the following steps:
acquiring construction data, wherein the construction data comprises advanced drilling data;
generating a three-dimensional geological model according to the advanced drilling data;
determining the type of a pile foundation according to the three-dimensional geological model and the construction data;
and generating a construction file according to the advanced drilling data, the pile foundation type and preset construction reference information.
The pile foundation model selection and construction control method provided by the embodiment of the invention at least has the following beneficial effects: according to the pile foundation type selection and construction control method, the construction data is acquired, the construction data comprises the advanced drilling data, the three-dimensional geological model is generated according to the advanced drilling data, the pile foundation type can be conveniently determined according to the three-dimensional geological model and the construction data, finally, the construction file is generated according to the advanced drilling data, the pile foundation type and the preset construction reference information, and the construction operation is performed by using the generated construction file, so that the construction operation efficiency can be effectively improved.
According to some embodiments of the invention, the construction data comprises advanced drilling data, and the obtaining construction data comprises:
acquiring a pre-drilling histogram;
extracting the pilot data from the pilot histogram.
According to some embodiments of the invention, the determining the type of the pile foundation according to the three-dimensional geological model and the construction data comprises:
generating a pile foundation model according to the three-dimensional geological model and the actual construction data;
calculating the length of the pile foundation according to the pile foundation model and the original construction data;
and determining the type of the pile foundation according to a pile foundation model and the length of the pile foundation.
According to some embodiments of the invention, the generating a pile foundation model from the three-dimensional geological model and the actual construction data further comprises:
acquiring a geological survey report;
screening a target survey report from the survey reports;
and optimizing the pile foundation model according to the target geological survey report to obtain a final pile foundation model.
According to some embodiments of the present invention, the generating a construction file according to the advanced drilling data, the pile foundation type and preset construction reference information includes:
acquiring a reference construction file;
and performing data processing on the reference construction file according to the advanced drilling data, the pile foundation type and the preset construction reference information to generate the construction file.
According to some embodiments of the present invention, the generating a construction file according to the advanced drilling data, the pile foundation type, and preset construction reference information further includes:
and sending the construction file to a construction end for pile foundation construction.
According to some embodiments of the present invention, the sending the construction file to a construction end for pile foundation construction further includes:
acquiring an acceptance file of pile foundation construction;
and associating the acceptance file to the corresponding pile foundation model to store the acceptance file.
According to a second aspect of the invention, the pile foundation type selection and construction control device comprises:
the system comprises an acquisition module, a data processing module and a data processing module, wherein the acquisition module is used for acquiring construction data, and the construction data comprises advanced drilling data;
the model generation module is used for generating a three-dimensional geological model according to the advanced drilling data;
the pile foundation model selection module is used for determining the type of a pile foundation according to the three-dimensional geological model and the construction data;
and the file generation module is used for generating a construction file according to the advanced drilling data, the pile foundation type and preset construction reference information.
The pile foundation type selection and construction control device provided by the embodiment of the invention at least has the following beneficial effects: the pile foundation type selection and construction control device acquires construction data through the acquisition module, the construction data comprises advanced drilling data, the model generation module generates a three-dimensional geological model according to the advanced drilling data, the pile foundation type selection module can conveniently determine the pile foundation type according to the three-dimensional geological model and the construction data, the file generation module generates a construction file according to the advanced drilling data, the pile foundation type and preset construction reference information, construction operation is carried out by utilizing the generated construction file, and therefore the construction operation efficiency can be effectively improved.
An electronic device according to an embodiment of the third aspect of the present invention includes:
at least one processor, and,
a memory communicatively coupled to the at least one processor; wherein the content of the first and second substances,
the memory stores instructions, and the instructions are executed by the at least one processor, so that when the at least one processor executes the instructions, the pile foundation type selection and construction control method according to the embodiment of the first aspect is implemented.
According to the electronic equipment provided by the embodiment of the invention, at least the following beneficial effects are achieved: by adopting the pile foundation type selection and construction control method, the electronic equipment generates a three-dimensional geological model according to the advanced drilling data by acquiring the construction data which comprises the advanced drilling data, so that the type of the pile foundation can be conveniently determined according to the three-dimensional geological model and the construction data, generates a construction file according to the advanced drilling data, the type of the pile foundation and preset construction reference information, and performs construction operation by using the generated construction file, thereby effectively improving the construction operation efficiency.
According to a fourth aspect of the present invention, there is provided a computer-readable storage medium storing computer-executable instructions for causing a computer to perform the pile foundation type selection and construction control method according to the first aspect.
The computer-readable storage medium according to the embodiment of the invention has at least the following advantages: the computer-readable storage medium adopts the pile foundation type selection and construction control method, and by acquiring construction data which comprises the advanced drilling data, a three-dimensional geological model is generated according to the advanced drilling data, the type of the pile foundation can be conveniently determined according to the three-dimensional geological model and the construction data, and finally, a construction file is generated according to the advanced drilling data, the type of the pile foundation and preset construction reference information, and construction operation is performed by using the generated construction file, so that the construction operation efficiency can be effectively improved.
Additional aspects and advantages of the invention will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of the invention.
Drawings
The invention is further described with reference to the following figures and examples, in which:
fig. 1 is a flowchart of a pile foundation type selection and construction control method according to an embodiment of the present invention;
FIG. 2 is a flowchart of a pile foundation type selection and construction control method according to another embodiment of the present invention;
FIG. 3 is a flowchart of a pile foundation type selection and construction control method according to another embodiment of the present invention;
FIG. 4 is a flowchart of a pile foundation type selection and construction control method according to another embodiment of the present invention;
FIG. 5 is a flowchart of a pile foundation type selection and construction control method according to another embodiment of the present invention;
FIG. 6 is a flowchart of a pile foundation type selection and construction control method according to another embodiment of the present invention;
fig. 7 is a schematic structural diagram of a pile foundation type selection and construction control device according to an embodiment of the present invention.
Reference numerals: 710. an acquisition module; 720. a model generation module; 730. a pile foundation model selection module; 740. a file generation module; 750. constructing a module; 760. and an acceptance module.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the accompanying drawings are illustrative only for the purpose of explaining the present invention, and are not to be construed as limiting the present invention.
In the description of the present invention, it should be understood that the orientation or positional relationship referred to in the description of the orientation, such as the upper, lower, front, rear, left, right, etc., is based on the orientation or positional relationship shown in the drawings, and is only for convenience of description and simplification of description, and does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
In the description of the present invention, the meaning of a plurality is one or more, the meaning of a plurality is two or more, and the above, below, exceeding, etc. are understood as excluding the present numbers, and the above, below, within, etc. are understood as including the present numbers. If the first and second are described for the purpose of distinguishing technical features, they are not to be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated or implicitly indicating the precedence of the technical features indicated.
In the description of the present invention, unless otherwise explicitly limited, terms such as arrangement, installation, connection and the like should be understood in a broad sense, and those skilled in the art can reasonably determine the specific meanings of the above terms in the present invention in combination with the specific contents of the technical solutions.
In the description of the present invention, reference to the description of the terms "one embodiment," "some embodiments," "an illustrative embodiment," "an example," "a specific example," or "some examples," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the present invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
In a first aspect, referring to fig. 1, a method for pile foundation type selection and construction control according to an embodiment of the present invention includes:
s100, acquiring construction data, wherein the construction data comprises advanced drilling data;
s200, generating a three-dimensional geological model according to the advanced drilling data;
s300, determining the type of a pile foundation according to the three-dimensional geological model and the construction data;
and S400, generating a construction file according to the advanced drilling data, the pile foundation type and preset construction reference information.
In the process of pile foundation type selection and construction control, construction data is firstly obtained based on a BIM technology, wherein the construction data comprises advanced drilling data, the advanced drilling data can be obtained in the modes of advanced drilling column diagrams and the like, other construction data can be determined according to actual construction requirements, after the advanced drilling data is subjected to standardization processing, a three-dimensional geological model can be generated according to the advanced drilling data, specifically, pure point data, plane contour line elevation data and contour line multi-segment line data can be respectively processed through the advanced drilling data, particularly, a curved surface multi-segment line dwg format file generated based on the advanced drilling data is generated, the contour lines are spatially arranged and have three-dimensional characteristics, so that a rock stratum surface can be generated and a corresponding rock stratum can be generated based on the rock stratum surface, and the rock stratum can be led into three-dimensional software (such as Revit) in the dwg format, the method comprises the steps of generating a three-dimensional geological model, further, determining a pile foundation type through visualization of the three-dimensional geological model and construction data, wherein the pile foundation type comprises but is not limited to a cast-in-place pile, a friction pile, a PHC pile, a reinforced pile and the like, specifically, the pile foundation model can be established based on the three-dimensional geological model and the construction data, further, calculating the pile foundation length according to the pile foundation model and the construction data, and screening data through the pile foundation model and the pile foundation length, so that the proper pile foundation type is determined, further, obtaining a reference construction file, carrying out data processing on the reference construction file according to the advanced drilling data, the pile foundation type and preset construction reference information, generating the construction file, and thus, construction operation and construction control can be conveniently carried out by utilizing the generated construction file, and construction operation efficiency.
Referring to fig. 2, in some embodiments, step S100, comprises:
s110, acquiring a pilot drill histogram;
and S120, extracting the pilot drill data from the pilot drill histogram.
In the process of selecting the type of the pile foundation, a pilot drilling histogram needs to be acquired, and pilot drilling data are extracted from the pilot drilling histogram, so that the internal condition of each karst cave can be conveniently analyzed, the karst cave is preprocessed according to the internal condition of each karst cave, for example, according to the pilot drilling data, preprocessing can be omitted for the completely filled karst cave, sand filling, mortar filling or plain concrete processing can be carried out on the karst cave with the height meeting a first preset height or the empty stomach height meeting a second preset height, and the like, meanwhile, a three-dimensional geological model can be conveniently established according to the pilot drilling data, so that the type of the pile foundation can be conveniently selected, construction operation can be conveniently carried out according to the actual condition of each karst cave, and the construction operation efficiency is improved.
Referring to fig. 3, in some embodiments, the construction data includes actual construction data and original construction data, and step S300 includes:
s310, generating a pile foundation model according to the three-dimensional geological model and the actual construction data;
s320, calculating the length of the pile foundation according to the pile foundation model and the original construction data;
and S330, determining the type of the pile foundation according to the pile foundation model and the length of the pile foundation.
In the process of selecting the type of the pile foundation, the type of the pile foundation can be determined through visualization of a three-dimensional geological model and actual construction data, wherein the type of the pile foundation comprises but is not limited to a cast-in-place pile, a friction pile, a PHC pile, a reinforced pile and the like, the distribution range, the thickness, the height of a pile end bearing layer and the like of each karst cave can be counted from the three-dimensional geological model, specifically, an absolute elevation system can be established based on the three-dimensional geological model and the construction data, the pile foundation model can be established, therefore, approval can be carried out on each position point according to the absolute elevation during construction operation, meanwhile, the elevation of any position can be directly extracted in the three-dimensional state, and the operation difficulty. When the pile foundation model is established according to an absolute elevation system, the base plate model can be manufactured based on the existing coordinate system, a reference surface is established based on the base plate model, the model is stretched, the name and the label of the pile foundation are marked, the pile foundation model is generated, the rock stratum and the pile foundation model are further merged, the length of each pile foundation can be conveniently calculated according to the parameters of the distribution range of each karst cave, the thickness of each karst cave, the height of a pile end bearing layer and the like in the merged pile foundation model and original construction data, the type, the diameter, the rock penetration depth and the like of each pile foundation can be determined through data screening of the pile foundation type and the pile foundation length, and the construction operation efficiency and the accuracy of the pile foundation can be effectively improved.
Referring to fig. 4, in some embodiments, after step S310, the method further includes:
s311, acquiring a geological survey report;
s312, screening a target geological survey report from the geological survey reports;
and S313, optimizing the pile foundation model according to the target survey report to obtain a final pile foundation model.
In order to improve the accuracy of construction operation, after a pile foundation model is generated according to a three-dimensional geological model and actual construction data, a geological survey report is obtained, wherein the geological survey report data comprises pure point data, plane contour line elevation data, contour line multi-segment line data and the like, so that a target geological survey report can be screened out from the geological survey report, for example, pure point data point types, coordinates and elevations are screened and divided, elevation points are generated according to the pure point data, and a curved surface is generated according to the elevation points. And optimizing the pile foundation model according to the data of the target geological survey report, checking that the pile foundation model accords with the geological survey report, optimizing the data, and obtaining the final pile foundation model, so that the accuracy of pile foundation construction can be controlled, materials are saved, and the coordination between pile foundation type selection and construction operation is ensured.
Referring to fig. 5, in some embodiments, step S400 includes:
s410, acquiring a reference construction file;
and S420, performing data processing on the reference construction file according to the advanced drilling data, the pile foundation type and preset construction reference information to generate a construction file.
In order to perform accurate construction for different karsts, a reference construction file is also required to be acquired, specifically, the reference construction file can be a general template of a pre-written construction file, so that data processing can be conveniently performed on the reference construction file according to the pilot drilling data, the pile foundation type and preset construction reference information, that is, data in the reference construction file is processed according to the pilot drilling data, the pile foundation type and preset construction requirements of each karst cave, so that each data index in the reference construction file conforms to the pile foundation construction requirements of the karst cave, for example, different types of three-dimensional images of the karst cave are acquired from a three-dimensional geological model, and then corresponding pile foundation types and each construction parameter are determined, the reference construction file is processed based on the data to generate the construction file, and thus, the generated construction file can be conveniently used for construction operation, thus, the construction efficiency can be effectively improved.
Referring to fig. 6, in some embodiments, after step S400, the method further includes:
and S500, sending the construction file to a construction end for pile foundation construction.
S600, acquiring an acceptance file of pile foundation construction;
and S700, associating the acceptance files with the corresponding pile foundation models to store the acceptance files.
When the construction of the pile foundation is controlled, the construction file can be sent to the construction end, so that the construction end can carry out construction operation according to the three-dimensional image of each karst cave in the construction file, the type of the pile foundation and various construction parameters, and the construction operation efficiency can be effectively improved. Further, in order to ensure the quality of pile foundation construction, after the pile foundation construction is completed, the acceptance documents of the pile foundation construction are required to be acquired, and specifically, the acceptance documents comprise acceptance sheets of pile foundation materials, final hole acceptance pictures, construction of reinforcement cages, qualified pile foundation acceptance pictures and the like. In order to realize dynamic management and visualization of pile foundation quality acceptance, each pile foundation quality acceptance file and a pile foundation model can be associated through a pile foundation quality management APP, unified storage and management are realized, data uploading and updating can be safely stored in a cloud server, data inquiry is carried out through a safety interface, and the whole process is carried out in a safe and controllable range. The cloud server can realize the functions of data storage, data receiving, data sending, data modification and the like, so that the pile foundation quality management APP can realize the informatization management and control of the pile foundation engineering construction quality, the pile foundation quality has traceability, and the pressure of a data administrator and the redundancy of acceptance data are greatly reduced; the quality of the pile foundation is checked and accepted, so that the method is convenient, rapid and efficient; the quality acceptance process is associated with the pile foundation BIM model through the method, and the dynamic management and visualization of pile foundation quality acceptance are realized.
In a second aspect, referring to fig. 7, a pile foundation type selection and construction control apparatus according to an embodiment of the present invention includes:
an obtaining module 710, configured to obtain construction data, where the construction data includes advanced drilling data;
a model generation module 720, configured to generate a three-dimensional geological model according to the advanced drilling data;
the pile foundation model selection module 730 is used for determining the type of the pile foundation according to the three-dimensional geological model and the construction data;
and the file generating module 740 is configured to generate a construction file according to the advanced drilling data, the pile foundation type, and preset construction reference information.
In the process of pile foundation type selection and construction control, the obtaining module 710 first obtains construction data, where the construction data includes advanced drilling data, the advanced drilling data may be obtained by an advanced drilling histogram, and other construction data may be determined according to actual construction requirements, so that after the advanced drilling data is standardized, the model generating module 720 may generate a three-dimensional geological model according to the advanced drilling data, specifically, pure point data, plane contour line height-adding data, and contour line multi-segment line data may be respectively processed by the advanced drilling data, and particularly, a curved surface multi-segment line dwg format file generated based on the advanced drilling data, the contour multi-segment lines are spatially arranged and have three-dimensional characteristics, so that a rock layer may be generated and a corresponding rock layer may be generated based on the rock layer, so that the rock layer may be imported into a three-dimensional software (e.g. Revit) in a dwg format, a three-dimensional geological model is generated, and further, the pile foundation type selection module 730 can determine the type of the pile foundation through the visualization of the three-dimensional model and construction data, where pile foundation types include, but are not limited to, cast-in-place piles, friction piles, PHC piles, reinforced piles, and the like, in particular, a pile foundation model may be created based on the three-dimensional geological model and construction data, further calculates the length of the pile foundation according to the pile foundation model and the construction data, screens the data through the pile foundation model and the pile foundation length, thereby determining a suitable pile foundation type, and further, the file generation module 740 acquires a reference construction file, processing the reference construction file according to the advanced drilling data, the pile foundation type and preset construction reference information to generate a construction file, the construction operation can be conveniently carried out by utilizing the generated construction file, and the construction operation efficiency can be effectively improved.
Referring to fig. 7, in some embodiments, the pile foundation type selection and construction control apparatus further includes:
and the construction module 750 is used for sending the construction file to a construction end for pile foundation construction.
And the acceptance module 760 is used for acquiring acceptance files of pile foundation construction and associating the acceptance files with the corresponding pile foundation models to store the acceptance files.
During pile foundation construction control, the construction module 750 can send the construction files to the construction end, so that the construction end can perform construction operation according to the three-dimensional image of each karst cave in the construction files, the pile foundation type and various construction parameters, and the construction operation efficiency can be effectively improved. Further, in order to ensure the quality of pile foundation construction, after the pile foundation construction is completed, the acceptance module 760 needs to acquire an acceptance file of the pile foundation construction, and specifically, the acceptance file includes an acceptance sheet of a pile foundation material, a final hole acceptance picture, a construction of a reinforcement cage, a pile foundation acceptance qualified picture, and the like. In order to realize dynamic management and visualization of pile foundation quality acceptance, each pile foundation quality acceptance file and a pile foundation model can be associated through a pile foundation quality management APP, unified storage and management are realized, data uploading and updating can be safely stored in a cloud server, data inquiry is carried out through a safety interface, and the whole process is carried out in a safe and controllable range. The cloud server can realize the functions of data storage, data receiving, data sending, data modification and the like, so that the pile foundation quality management APP can realize the informatization management and control of the pile foundation engineering construction quality, the pile foundation quality has traceability, and the pressure of a data administrator and the redundancy of acceptance data are greatly reduced; the quality of the pile foundation is checked and accepted, so that the method is convenient, rapid and efficient; the quality acceptance process is associated with the pile foundation BIM model through the method, and the dynamic management and visualization of pile foundation quality acceptance are realized.
In a third aspect, an electronic device of an embodiment of the invention includes at least one processor, and a memory communicatively coupled to the at least one processor; the memory stores instructions, and the instructions are executed by the at least one processor, so that the at least one processor can implement the pile foundation type selection and construction control method according to the first aspect when executing the instructions.
According to the electronic equipment provided by the embodiment of the invention, at least the following beneficial effects are achieved: by adopting the pile foundation type selection and construction control method, the electronic equipment generates a three-dimensional geological model according to the advanced drilling data by acquiring the construction data which comprises the advanced drilling data, so that the type of the pile foundation can be conveniently determined according to the three-dimensional geological model and the construction data, generates a construction file according to the advanced drilling data, the type of the pile foundation and preset construction reference information, and performs construction operation by using the generated construction file, thereby effectively improving the construction operation efficiency.
In a fourth aspect, the present invention further provides a computer readable storage medium having the above pile foundation type selection and construction control method. The computer-readable storage medium stores computer-executable instructions for causing a computer to execute the pile foundation type selection and construction control method according to the first aspect.
The computer-readable storage medium according to the embodiment of the invention has at least the following advantages: the computer-readable storage medium adopts the pile foundation type selection and construction control method, and by acquiring construction data which comprises the advanced drilling data, a three-dimensional geological model is generated according to the advanced drilling data, the type of the pile foundation can be conveniently determined according to the three-dimensional geological model and the construction data, and finally, a construction file is generated according to the advanced drilling data, the type of the pile foundation and preset construction reference information, and construction operation is performed by using the generated construction file, so that the construction operation efficiency can be effectively improved.
The embodiments of the present invention have been described in detail with reference to the accompanying drawings, but the present invention is not limited to the above embodiments, and various changes can be made within the knowledge of those skilled in the art without departing from the gist of the present invention. Furthermore, the embodiments of the present invention and the features of the embodiments may be combined with each other without conflict.
Claims (10)
1. The pile foundation type selection and construction control method is characterized by comprising the following steps:
acquiring construction data, wherein the construction data comprises advanced drilling data;
generating a three-dimensional geological model according to the advanced drilling data;
determining the type of a pile foundation according to the three-dimensional geological model and the construction data;
and generating a construction file according to the advanced drilling data, the pile foundation type and preset construction reference information.
2. The pile foundation type selection and construction control method according to claim 1, wherein the construction data comprises advanced drilling data, and the obtaining of the construction data comprises:
acquiring a pre-drilling histogram;
extracting the pilot data from the pilot histogram.
3. The pile foundation type selection and construction control method according to claim 1, wherein the construction data includes actual construction data and original construction data, and the determining the pile foundation type according to the three-dimensional geological model and the construction data includes:
generating a pile foundation model according to the three-dimensional geological model and the actual construction data;
calculating the length of the pile foundation according to the pile foundation model and the original construction data;
and determining the type of the pile foundation according to a pile foundation model and the length of the pile foundation.
4. The pile foundation type selection and construction control method according to claim 3, wherein the generating of the pile foundation model according to the three-dimensional geological model and the actual construction data further comprises:
acquiring a geological survey report;
screening a target survey report from the survey reports;
and optimizing the pile foundation model according to the target geological survey report to obtain a final pile foundation model.
5. The pile foundation type selection and construction control method according to claim 1, wherein the generating of the construction file according to the advanced drilling data, the pile foundation type and preset construction reference information comprises:
acquiring a reference construction file;
and performing data processing on the reference construction file according to the advanced drilling data, the pile foundation type and the preset construction reference information to generate the construction file.
6. The pile foundation type selection and construction control method according to any one of claims 1 to 5, wherein the generating of the construction file according to the advanced drilling data, the pile foundation type and preset construction reference information further comprises:
and sending the construction file to a construction end for pile foundation construction.
7. The pile foundation type selection and construction control method according to claim 6, wherein the sending of the construction file to a construction end for pile foundation construction further comprises:
acquiring an acceptance file of pile foundation construction;
and associating the acceptance file to the corresponding pile foundation model to store the acceptance file.
8. Pile foundation type selection and construction control device, its characterized in that includes:
the system comprises an acquisition module, a data processing module and a data processing module, wherein the acquisition module is used for acquiring construction data, and the construction data comprises advanced drilling data;
the model generation module is used for generating a three-dimensional geological model according to the advanced drilling data;
the pile foundation model selection module is used for determining the type of a pile foundation according to the three-dimensional geological model and the construction data;
and the file generation module is used for generating a construction file according to the advanced drilling data, the pile foundation type and preset construction reference information.
9. An electronic device, comprising:
at least one processor, and,
a memory communicatively coupled to the at least one processor; wherein the content of the first and second substances,
the memory stores instructions for execution by the at least one processor to cause the at least one processor to carry out the pile foundation selection and construction control method according to any one of claims 1 to 7 when executing the instructions.
10. A computer-readable storage medium storing computer-executable instructions for causing a computer to perform the pile foundation selection and construction control method according to any one of claims 1 to 7.
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