Photovoltaic array foundation construction precision real-time monitoring and adjusting system based on integrated circuit

Abstract

The invention provides a photovoltaic array foundation construction precision real-time monitoring and adjusting system based on an integrated circuit. The system comprises a monitoring and collecting module, a monitoring and adjusting module and a processing module, wherein the monitoring and collecting module adopts a multi-dimensional sensor based on the integrated circuit to carry out multi-dimensional construction information collection on photovoltaic array foundation construction; the wireless transmission module is used for real-time transmission of multi-dimensional construction acquisition information, and in the control terminal module, a construction monitoring result is determined through construction analysis according to the multi-dimensional construction acquisition information, and a construction adjustment instruction is determined; and the result feedback module feeds back the construction monitoring result, and feeds back the construction adjustment instruction to an execution mechanism of the construction equipment by using the wireless transmission module. According to the invention, comprehensive information acquisition of photovoltaic array foundation construction is realized by adopting a multi-dimensional sensor of an integrated circuit, the order of monitoring data is improved, a guarantee is provided for construction analysis, the error probability of construction analysis is reduced, the accuracy of a construction monitoring result is improved, and the accuracy of photovoltaic array foundation construction and the power generation efficiency of a photovoltaic system are guaranteed.

Description

Technical Field

[0001] This invention relates to the fields of photovoltaic construction and integrated circuit application technology, and in particular to a real-time monitoring and adjustment system for the construction accuracy of photovoltaic array foundations based on integrated circuits. Background Technology

[0002] With the rapid development of renewable energy, photovoltaic power generation technology has occupied an important position in the new energy field. As an important component of photovoltaic power generation systems, the construction accuracy of photovoltaic arrays directly affects the installation accuracy of photovoltaic modules and the subsequent power generation efficiency. Especially in fishery-solar complementary projects, the foundation construction of photovoltaic arrays is carried out on water. Affected by water flow and topography, the position and verticality of the foundations deviate greatly, resulting in poor installation accuracy of photovoltaic modules, which in turn seriously affects the subsequent power generation efficiency.

[0003] Currently, the monitoring data during the construction monitoring of photovoltaic array foundations is chaotic, making construction analysis difficult and prone to errors. Consequently, it is impossible to make timely and accurate adjustments to the construction of photovoltaic array foundations based on the monitoring results, which increases the construction errors of photovoltaic array foundations and affects the power generation efficiency of photovoltaic systems. Therefore, a solution is urgently needed. Summary of the Invention

[0004] The purpose of this invention is to provide a real-time monitoring and adjustment system for the construction accuracy of photovoltaic array foundations based on integrated circuits, so as to solve the problems mentioned in the background art.

[0005] To achieve the above objectives, the present invention provides the following technical solution: a real-time monitoring and adjustment system for the construction accuracy of photovoltaic array foundations based on integrated circuits, comprising:

[0006] The monitoring and acquisition module is used to collect photovoltaic array foundation construction data using multi-dimensional sensors based on integrated circuits, obtain multi-dimensional foundation construction information, and transmit the multi-dimensional foundation construction information to the control terminal module in real time through the wireless transmission module.

[0007] The control terminal module is used to perform construction analysis based on multi-dimensional foundation construction information, obtain construction monitoring results, and determine construction adjustment instructions based on the construction monitoring results.

[0008] The results feedback module is used to provide feedback on the construction monitoring results and to use the wireless transmission module to send construction adjustment instructions to the execution mechanism of the construction equipment.

[0009] Furthermore, the monitoring and acquisition module includes: a first acquisition unit and a second acquisition unit;

[0010] The first acquisition unit is used to monitor and acquire environmental monitoring data of the construction environment through an integrated circuit-based environmental factor acquisition sensor, convert the environmental monitoring data into a first digital signal through an analog-to-digital converter, and perform signal processing on the first digital signal to obtain first acquisition information.

[0011] The second acquisition unit is used to acquire construction data for the photovoltaic array foundation construction using an integrated circuit-based construction data acquisition sensor to obtain second acquisition information. The integrated circuit-based construction data acquisition sensor is an acquisition device that integrates a position sensor, a depth sensor, and a verticality sensor onto a single module using integrated circuit technology. When acquiring construction data for the photovoltaic array foundation construction using the integrated circuit-based multi-dimensional sensor, the multi-dimensional sensor is installed on the construction equipment. The position sensor, depth sensor, and verticality sensor respectively acquire data information for the photovoltaic array foundation construction to obtain the construction acquisition target data. Then, the construction acquisition target data is converted into a second digital signal through an analog-to-digital converter, and signal processing is performed on the second digital signal to obtain the second acquisition information.

[0012] Furthermore, the wireless transmission module includes: a first transmission unit and a second transmission unit;

[0013] The first transmission unit is used to encapsulate data packets for multi-dimensional foundation construction information and transmit the data packets to the control terminal module in real time.

[0014] The second transmission unit is used to determine the actuator of the corresponding construction equipment in response to the construction adjustment instruction, and to send the construction adjustment instruction to the actuator of the corresponding construction equipment.

[0015] Furthermore, the control terminal module includes: a construction analysis unit, a construction adjustment unit, and a data storage unit;

[0016] The construction analysis unit is used to perform photovoltaic array foundation construction analysis on multi-dimensional foundation construction information using an artificial intelligence analysis model, obtain construction analysis data, and determine construction monitoring results based on the construction analysis data and photovoltaic array foundation construction standards.

[0017] The construction adjustment unit is used to determine the construction adjustment instruction in conjunction with the construction analysis data when the construction monitoring results indicate that construction adjustment is required.

[0018] The data storage unit is used to record and store construction analysis data.

[0019] Furthermore, the construction analysis unit employs an artificial intelligence analysis model to perform photovoltaic array foundation construction analysis based on multi-dimensional foundation construction data, including:

[0020] Receive multi-dimensional foundation construction data and process the data to obtain multi-dimensional foundation construction data.

[0021] The multi-dimensional foundation construction data collection and reception information is identified and analyzed to determine the second collection information data.

[0022] The artificial intelligence analysis model analyzes the current construction deviations based on the data received from the second collection of information and the construction drawings of the photovoltaic array foundation, and obtains construction analysis data.

[0023] Furthermore, an artificial intelligence analysis model is used to analyze current construction deviations based on the data received from the second data acquisition and the photovoltaic array foundation construction drawings, including:

[0024] The actual construction data for the photovoltaic array foundation construction is determined based on the data received from the second data collection.

[0025] The construction of the photovoltaic array foundation is determined according to the construction drawings of the photovoltaic array foundation, and the expected data of the photovoltaic array foundation construction is obtained to obtain the expected information of the photovoltaic array foundation construction.

[0026] Based on the actual construction data of the photovoltaic array foundation construction, the expected construction information of the target photovoltaic array foundation is obtained by matching and filtering the expected construction information of the photovoltaic array foundation.

[0027] By comparing the actual construction data of the photovoltaic array foundation with the expected construction information of the target photovoltaic array foundation, the deviation data of the actual construction of the photovoltaic array foundation is determined, and the construction analysis data is obtained.

[0028] Furthermore, the analysis of current construction deviations, based on the data received from the second data acquisition and the photovoltaic array foundation construction drawings, is performed using an artificial intelligence analysis model. This also includes:

[0029] Based on the data received from the second data collection, the actual construction data of the photovoltaic array foundation construction is determined, and the current construction stage is clarified.

[0030] A real-world model of photovoltaic array foundation construction was established based on actual construction data.

[0031] Based on the current construction stage, obtain the corresponding construction plan from the photovoltaic array foundation construction plan to obtain the target stage construction plan;

[0032] Based on the actual construction model of the photovoltaic array foundation, a construction simulation was conducted according to the construction plan of the target stage to obtain a construction prediction model for the photovoltaic array foundation.

[0033] Predictive information for photovoltaic array foundation construction is determined based on a photovoltaic array foundation construction prediction model.

[0034] By comparing and analyzing the predicted construction information of photovoltaic array foundations with the expected construction information of photovoltaic array foundations, the deviation between the predicted and expected construction information of photovoltaic array foundations is obtained, and construction prediction analysis data is obtained.

[0035] Furthermore, when the construction adjustment unit determines the construction adjustment instruction based on the construction analysis data, it includes:

[0036] Based on the construction monitoring results, conduct results analysis on the construction analysis data or construction prediction analysis data to determine the causes of construction deviations;

[0037] Based on the causes of construction deviations, identify the associated construction equipment and determine the target construction equipment;

[0038] Perform actuator analysis on the target construction equipment to obtain the actuator control characteristics of the target construction equipment;

[0039] Control adjustment information is determined based on construction analysis data or construction prediction analysis data combined with the control characteristics of the actuators of the target construction equipment.

[0040] The multidimensional foundation construction data collection and reception information is identified and analyzed to determine the first data collection data, and environmental impact revisions are made based on the first data collection data to determine the control adjustment revision information;

[0041] Based on the control adjustment and revision information, control instructions are generated for the actuators of the target construction equipment to obtain construction adjustment instructions.

[0042] Furthermore, after determining the construction adjustment instructions based on the construction monitoring results, the control terminal module also performs adjustment analysis in conjunction with the construction plan, including:

[0043] A preliminary analysis of the construction adjustment order was conducted to determine whether the construction adjustment order required the coordinated operation of multiple construction equipment, and the analysis and judgment results of the construction adjustment order were obtained.

[0044] When the analysis and judgment result of the construction adjustment instruction is that the construction adjustment instruction does not require the coordinated operation of multiple construction equipment, the construction plan control information of the target construction equipment is obtained from the construction plan in combination with the construction adjustment information, and the control adjustment is carried out according to the construction adjustment instruction for the construction plan control information of the target construction equipment.

[0045] When the analysis and judgment result of the construction adjustment instruction is that the construction adjustment instruction requires the coordinated operation of multiple construction equipment, the associated construction equipment is identified, a construction adjustment plan is formulated for the associated construction equipment according to the construction adjustment instruction, and the construction plan is adjusted and updated using the construction adjustment plan.

[0046] Furthermore, when the monitoring and acquisition module uses integrated circuit-based multi-dimensional sensors to collect construction data for photovoltaic array foundations, it also adjusts and determines the monitoring position of the integrated circuit-based multi-dimensional sensors. This includes: determining the construction area and expanding the area to determine the observation range; collecting preliminary environmental factor information within the observation range using multi-dimensional sensors to obtain preliminary environmental information; analyzing geological information in the construction area based on the preliminary environmental information to determine whether the geological information data in the construction area are the same, obtaining preliminary analysis results for the construction area; when the preliminary analysis results for the construction area indicate that the geological information data in the target area are different, analyzing the distribution of the geological information data to determine the geological distribution characteristics of the construction area, and determining the optimal monitoring point based on the geological distribution characteristics; then determining the current monitoring point of the multi-dimensional sensors; performing relative position analysis between the current monitoring point and the optimal monitoring point; and moving the multi-dimensional sensors from the current monitoring point to the optimal monitoring point according to the relative position analysis results, thereby enabling the multi-dimensional sensors to collect environmental monitoring data at the optimal monitoring point.

[0047] This invention employs multi-dimensional sensors with integrated circuits to collect construction data for photovoltaic array foundations. This not only provides a comprehensive picture of the photovoltaic array foundation construction but also enables centralized processing and transmission of the collected multi-dimensional foundation construction information, ensuring the orderly nature of the collected information. This provides a guarantee for the control terminal module to perform construction analysis, reduces the probability of errors in construction monitoring results, and allows the execution mechanism of the construction equipment to receive timely construction adjustment instructions. This enables high-precision adjustments to the photovoltaic array foundation construction, ensuring the accuracy of the photovoltaic array foundation construction and the power generation efficiency of the photovoltaic system.

[0048] Other features and advantages of the invention will be set forth in the description which follows, and will be apparent in part from the description, or may be learned by practicing the invention. The objects and other advantages of the invention may be realized and obtained by means of the structures particularly pointed out in the application.

[0049] The technical solution of the present invention will be further described in detail below with reference to the accompanying drawings and embodiments. Attached Figure Description

[0050] The accompanying drawings are provided to further illustrate the invention and form part of the specification. They are used in conjunction with embodiments of the invention to explain the invention and do not constitute a limitation thereof. In the drawings:

[0051] Figure 1 This is a schematic diagram of the system described in this invention;

[0052] Figure 2 This is a schematic diagram of the monitoring and acquisition module in the system described in this invention;

[0053] Figure 3 This is a schematic diagram of the wireless transmission module in the system described in this invention;

[0054] Figure 4 This is a schematic diagram of the control terminal module in the system described in this invention;

[0055] Figure 5 This is a schematic diagram of the construction analysis unit steps of the control terminal module in the system described in this invention;

[0056] Figure 6 This is a schematic diagram of the construction adjustment unit steps of the control terminal module in the system described in this invention. Detailed Implementation

[0057] The preferred embodiments of the present invention will be described below with reference to the accompanying drawings. It should be understood that the preferred embodiments described herein are for illustration and explanation only and are not intended to limit the present invention.

[0058] like Figure 1 As shown, this embodiment of the invention provides a real-time monitoring and adjustment system for the construction accuracy of photovoltaic array foundations based on integrated circuits, including:

[0059] The monitoring and acquisition module is used to collect construction data information of photovoltaic array foundation using multi-dimensional sensors based on integrated circuits, obtain multi-dimensional foundation construction information, and transmit the multi-dimensional foundation construction information to the control terminal module in real time through the wireless transmission module.

[0060] The control terminal module is used to perform construction analysis based on multi-dimensional foundation construction information, obtain construction monitoring results, and determine construction adjustment instructions based on the construction monitoring results.

[0061] The results feedback module is used to provide feedback on the construction monitoring results and to use the wireless transmission module to send construction adjustment instructions to the execution mechanism of the construction equipment.

[0062] In the above technical solution, the monitoring and acquisition module is connected to the control terminal module through the wireless transmission module, the control terminal module is connected to the result feedback module, and the result feedback module is connected to the actuator of the construction equipment through the wireless transmission module.

[0063] In the above technical solution, the multi-dimensional construction information collection includes data such as the location, depth, and verticality of the foundation during construction.

[0064] In the above technical solution, when the control terminal module determines the construction adjustment instruction based on the construction monitoring results, if the construction monitoring results indicate that construction adjustment is required, the construction adjustment instruction is determined based on the construction analysis data information; if the construction monitoring results indicate that construction adjustment is not required, the construction monitoring results are directly fed back in the result feedback module.

[0065] In the above technical solution, the monitoring and acquisition module uses multi-dimensional sensors based on integrated circuits to collect construction data information in real time.

[0066] In the above technical solution, the control terminal module performs real-time construction analysis based on the multi-dimensional foundation construction information collected.

[0067] In the above technical solution, the construction equipment includes: pile driving machinery, welding equipment, cranes, etc., and the actuators of the construction equipment refer to the control centers of the pile driving machinery, welding equipment, cranes, etc.

[0068] The aforementioned technical solution utilizes multi-dimensional sensors with integrated circuits to collect data on photovoltaic array foundation construction. This not only provides a comprehensive picture of the photovoltaic array foundation construction but also enables centralized processing and transmission of multi-dimensional foundation construction data, ensuring the orderly nature of the collected information. This provides support for construction analysis by the control terminal module, reduces the probability of errors in construction monitoring results, and allows the execution mechanisms of construction equipment to receive timely construction adjustment commands. This enables high-precision adjustments to the photovoltaic array foundation construction, ensuring the accuracy of the construction and the power generation efficiency of the photovoltaic system. Furthermore, the wireless transmission module overcomes geographical limitations, allowing for construction analysis and adjustment command feedback without being present at the photovoltaic array foundation construction site. This enhances the convenience of the integrated circuit-based real-time monitoring and adjustment system for photovoltaic array foundation construction accuracy. The control terminal module can also directly adjust the photovoltaic array foundation construction based on the construction monitoring results and the execution mechanisms of the construction equipment. This provides convenience for photovoltaic array foundation construction adjustments, improves construction efficiency, and enables the efficient and accurate completion of photovoltaic array foundation construction.

[0069] In one embodiment provided by the present invention, such as Figure 2 As shown, the monitoring and acquisition module includes: a first acquisition unit and a second acquisition unit;

[0070] The first acquisition unit is used to monitor and acquire environmental monitoring data of the construction environment through an integrated circuit-based environmental factor acquisition sensor, convert the environmental monitoring data into a first digital signal through an analog-to-digital converter, and perform signal processing on the first digital signal to obtain first acquisition information.

[0071] The second acquisition unit is used to acquire construction data for the photovoltaic array foundation construction using an integrated circuit-based construction data acquisition sensor to obtain second acquisition information. The integrated circuit-based construction data acquisition sensor is an acquisition device that integrates a position sensor, a depth sensor, and a verticality sensor onto a single module using integrated circuit technology. When acquiring construction data for the photovoltaic array foundation construction using the integrated circuit-based multi-dimensional sensor, the multi-dimensional sensor is installed on the construction equipment. The position sensor, depth sensor, and verticality sensor respectively acquire data information for the photovoltaic array foundation construction to obtain the construction acquisition target data. Then, the construction acquisition target data is converted into a second digital signal through an analog-to-digital converter, and signal processing is performed on the second digital signal to obtain the second acquisition information.

[0072] In the above technical solution, the multi-dimensional sensor based on integrated circuits includes: an integrated circuit-based environmental factor acquisition sensor and an integrated circuit-based construction data acquisition sensor. The multi-dimensional foundation construction data acquisition includes: first acquisition information and second acquisition information. The first acquisition information is obtained through the integrated circuit-based environmental factor acquisition sensor, including environmental information such as hydrological information, meteorological information, geological information, and biological information. The second acquisition information is obtained through the integrated circuit-based construction data acquisition sensor, including construction information such as positioning information, verticality information, and depth information.

[0073] In the above technical solution, the environmental factor acquisition sensors include: hydrological information monitoring sensors, such as inertial sensors, ultrasonic water level sensors, and accelerometers; meteorological information monitoring sensors, such as ultrasonic anemometers, temperature and humidity sensors, infrared temperature sensors, and solar radiation sensors; geological information monitoring sensors, such as miniature penetrators and fiber optic strain sensors; and biological information monitoring sensors, such as sonar sensors and infrared sensors. Construction data acquisition sensors include: position sensors, depth sensors, and verticality sensors.

[0074] In the above technical solution, the construction acquisition target data is converted into a second digital signal by an analog-to-digital converter. When processing the second digital signal, the analog-to-digital converter performs digital signal conversion on the construction acquisition target data to obtain the construction acquisition target data stream, determines the second digital signal, and combines the construction acquisition target data stream with the code rate of the corresponding position sensor, depth sensor, and verticality sensor to perform signal optimization and framing processing to obtain the construction acquisition target data stream signal frame. The construction acquisition target data stream signal frame is then aligned according to time, and data fusion is performed based on the alignment processing result to obtain the second acquisition information. In the signal optimization process, the second digital signal is processed according to the characteristics of the position sensor, depth sensor, and verticality sensor. For example, for sensors with large signal jitter, a sliding time window is added to improve the accuracy of the data.

[0075] In the above technical solution, the construction data acquisition sensor based on integrated circuits collects construction data target data through position sensor, depth sensor and verticality sensor respectively for photovoltaic array foundation construction. It also stores the construction data target data to facilitate data query and verification. This ensures that the construction data target data can be obtained again when the data is lost or abnormal, thus providing data security.

[0076] The aforementioned technical solution achieves comprehensive information collection on photovoltaic array foundation construction through the first and second acquisition units. This allows the monitoring module to monitor not only the construction environment but also the construction status of the photovoltaic array foundation, improving the comprehensiveness of multi-dimensional foundation construction information collection. This enables timely construction analysis and adjustments based on the collected information, ensuring the accuracy of photovoltaic array foundation construction and the power generation efficiency of the photovoltaic system. Furthermore, the use of integrated circuit-based multi-dimensional sensors for photovoltaic array foundation construction monitoring centralizes multiple sensing units, achieving simultaneous acquisition of multiple parameters. This effectively saves space and cost, and allows for timely processing of multi-construction data, directly eliminating noise and interference in signal transmission. This improves the orderliness of the multi-dimensional foundation construction information collection, enabling the wireless transmission module to better transmit the collected information and providing support for construction analysis by the control terminal module.

[0077] In one embodiment provided by the present invention, such as Figure 3 As shown, the wireless transmission module includes: a first transmission unit and a second transmission unit;

[0078] The first transmission unit is used to encapsulate data packets for multi-dimensional foundation construction information and transmit the data packets to the control terminal module in real time.

[0079] The second transmission unit is used to determine the actuator of the corresponding construction equipment in response to the construction adjustment instruction, and to send the construction adjustment instruction to the actuator of the corresponding construction equipment.

[0080] In the above technical solution, when the first transmission unit encapsulates data packets for multi-dimensional foundation construction information, it matches the first and second collected information and determines the data packets to be transmitted based on the matching results. It then performs a preliminary analysis and judgment on the data packets to be transmitted to determine whether the first transmission unit can directly carry the transmission of the data packets, obtaining a preliminary analysis and judgment result. Based on the preliminary analysis and judgment result, it determines the first encapsulation processing data. If the preliminary analysis and judgment result indicates that the first transmission unit cannot directly carry the transmission of the data packets to be transmitted, it performs block processing on the data packets to be transmitted, obtaining multiple data blocks to be transmitted, and adds header information to each data block to obtain the first encapsulation processing data. If the preliminary analysis and judgment result indicates that the first transmission unit can directly carry the transmission of the data packets to be transmitted, it directly adds header information to the data packets to obtain the first encapsulation processing data. The first encapsulation processing data is then verified using a first verification method to obtain first verification data, determining the number of first encapsulation processing data packets. A second verification method is then used to verify the number of first verification data packets, obtaining second verification data. Finally, the second verification data is used as tail information and assembled with the first encapsulation processing data to obtain the encapsulated data packet. The header information includes: identifier, timestamp, data source ID, data type, and data length. The first verification method is usually cyclic redundancy check, and the second verification method is usually an arithmetic operation, such as XOR or multiplication.

[0081] In the above technical solution, when the data packet is transmitted to the control terminal module in real time, the mechanical energy data of the data packet is encrypted to obtain an encrypted data packet. The encrypted data packet is then subjected to data compression judgment. Based on the data compression judgment result, the encrypted data packet is compressed to obtain a compressed data packet. A suitable wireless communication protocol is selected to transmit the compressed data packet to the control terminal module.

[0082] In the above technical solution, when the second transmission unit determines the actuator of the corresponding construction equipment in response to the construction adjustment instruction, it determines the target construction equipment in response to the construction adjustment instruction, and establishes a wireless communication connection between the result feedback module and the actuator of the target construction equipment, thereby distributing the corresponding construction adjustment instruction to the actuator of the target construction equipment based on the wireless communication connection.

[0083] The above technical solution utilizes a first transmission unit and a second transmission unit to synchronously transmit multi-dimensional foundation construction data and adjustment instructions via a wireless transmission module. This improves the performance of the wireless transmission module, enabling more stable transmission of these data and instructions by both units. It also eliminates geographical limitations, eliminating the need for on-site construction analysis at the photovoltaic array foundation construction site, thus achieving remote monitoring and control adjustments. Furthermore, when transmitting multi-dimensional foundation construction data, the first transmission unit uses data encapsulation to ensure greater orderliness in the transmission of both data to the control terminal module. This prevents data confusion from affecting the control terminal module's construction analysis, facilitating identification and parsing by the control terminal and providing a guarantee for the data terminal module's construction analysis. Simultaneously, the second transmission unit enables timely distribution of construction adjustment instructions, allowing the execution mechanisms of the construction equipment to make timely adjustments based on these instructions, ensuring the accuracy of the photovoltaic array foundation construction and the power generation efficiency of the photovoltaic system.

[0084] In one embodiment provided by the present invention, such as Figure 4 As shown, the control terminal module includes: a construction analysis unit, a construction adjustment unit, and a data storage unit;

[0085] The construction analysis unit is used to perform photovoltaic array foundation construction analysis on multi-dimensional foundation construction information using an artificial intelligence analysis model, obtain construction analysis data, and determine construction monitoring results based on the construction analysis data and photovoltaic array foundation construction standards.

[0086] The construction adjustment unit is used to determine the construction adjustment instruction in conjunction with the construction analysis data when the construction monitoring results indicate that construction adjustment is required.

[0087] The data storage unit is used to record and store construction analysis data.

[0088] In the above technical solution, the artificial intelligence analysis model is determined by comparing and analyzing the construction data collected during the construction of the photovoltaic array foundation with the construction drawings of the photovoltaic array foundation. Furthermore, the analysis model is trained and optimized using existing photovoltaic array foundation construction examples to determine the final artificial intelligence analysis model.

[0089] In the above technical solution, the photovoltaic array foundation construction standard includes the accuracy standard of construction steps for each stage of the photovoltaic array foundation construction process. When determining the construction monitoring result based on the construction analysis data and the photovoltaic array foundation construction standard, the current construction stage is determined according to the construction analysis data, and the photovoltaic array foundation construction standard is retrieved in conjunction with the current construction stage to obtain the target photovoltaic array foundation construction standard. The construction analysis data is matched with the target photovoltaic array foundation construction standard, and the matching result is used to determine whether the construction analysis data meets the target photovoltaic array foundation construction standard to obtain the analysis and judgment result. If all analysis and judgment results are met, the construction monitoring result is that no construction adjustment is required; otherwise, the construction monitoring result is that construction adjustment is required. Specifically, when determining the current construction stage based on construction analysis data and retrieving the photovoltaic array foundation construction standards for that stage, if the construction analysis data includes the location information of the base, or the location, verticality, and depth information of the base, the current construction stage is the piling stage. The construction standards for the piling stage are then retrieved from the photovoltaic array foundation construction standards as the target photovoltaic array foundation construction standards. If the construction analysis data includes the location and verticality information of the support frame, the current construction stage is the framework stage. The construction standards for the framework stage are then retrieved from the photovoltaic array foundation construction standards as the target photovoltaic array foundation construction standards. If the construction analysis data includes the location and verticality information of the solar panels, the current construction stage is the solar panel installation stage. The construction standards for the solar panel installation stage are then retrieved from the photovoltaic array foundation construction standards as the target photovoltaic array foundation construction standards. Furthermore, when determining whether the construction analysis data meets the target photovoltaic array foundation construction standards based on the corresponding matching results, it is determined whether the construction analysis data is within the allowable range of construction errors for the corresponding data, thereby confirming whether the construction analysis data meets the target photovoltaic array foundation construction standards.

[0090] In the above technical solution, if the construction monitoring result indicates that no construction adjustment is required, the construction adjustment unit does not need to respond.

[0091] In the above technical solution, in the data storage unit, each set of multi-dimensional foundation construction acquisition information corresponds to a construction analysis record, and a construction analysis record is a small data storage unit. When recording and storing construction analysis data, identification information is obtained for the multi-dimensional foundation construction acquisition information. Then, based on the identification information, the construction analysis record in the initial state is processed to establish the construction analysis record. Then, the multi-dimensional foundation construction acquisition information is stored in the construction analysis record. After determining the construction monitoring results, the construction analysis record is updated and stored with the first information based on the construction monitoring results. At the same time, the construction analysis record is updated and stored with the second information based on the construction analysis data. The construction analysis record in the initial state is a data record template formed based on the recorded data.

[0092] In the above technical solution, after the construction analysis record is updated and stored, the data storage unit also monitors the storage of the construction analysis record in conjunction with a time threshold to obtain the storage time of the construction analysis record. The storage time is analyzed and judged in conjunction with the time threshold, which is preset, for example, 3 years. When the storage time of the construction analysis record reaches the time threshold, the construction analysis record is divided into a queue of data to be cleared. When it is necessary to clear data in the data storage unit, the data is cleared according to the queue of data to be cleared.

[0093] The aforementioned technical solution utilizes artificial intelligence technology in the construction analysis unit to efficiently analyze multi-dimensional foundation construction data. This not only allows for rapid determination of construction monitoring results and timely issuance of construction adjustment instructions, but also enables the execution mechanisms of construction equipment to promptly adjust the photovoltaic array foundation construction based on these instructions. This ensures the accuracy of the photovoltaic array foundation construction and the power generation efficiency of the photovoltaic system, while minimizing analytical errors and guaranteeing the accuracy of construction monitoring results. Furthermore, when construction monitoring results indicate the need for adjustment, the construction adjustment unit can directly issue adjustment instructions to the execution mechanisms of the construction equipment, facilitating adjustments and improving the efficiency of photovoltaic array foundation construction. Additionally, the data storage unit records the construction analysis data from the control terminal module. This not only clearly identifies the analysis performed but also includes relevant data information, providing data reference for subsequent feedback. Moreover, the data storage records are based on the same data structure, facilitating data storage management and enabling convenient data updates.

[0094] Furthermore, the result feedback module includes: a first feedback unit and a second feedback unit;

[0095] The first feedback unit is used to generate a monitoring feedback report based on the construction monitoring results and construction analysis records, and to provide target feedback on the monitoring feedback report;

[0096] The second feedback unit is used to mark and preprocess the construction adjustment instructions for transmission to obtain the construction adjustment instructions to be transmitted.

[0097] The first feedback unit generates a monitoring feedback report based on the construction monitoring results and construction analysis records. This includes: determining a monitoring feedback report template based on the construction monitoring results; when the construction monitoring results indicate that construction adjustments are needed, using the first monitoring feedback report template for target feedback; filling the first monitoring feedback report template with information based on the construction monitoring results; obtaining the construction analysis data corresponding to the construction inspection results; organizing the construction analysis data; determining the current construction status and current construction differences; and then filling the first monitoring feedback report template with information based on the current construction status and current construction differences to obtain the monitoring feedback report. When the construction monitoring results indicate that no construction adjustments are needed, the second monitoring feedback report template is used for target feedback. In this template, information is populated based on the construction monitoring results. Then, the construction analysis data corresponding to the construction inspection results is obtained and processed to determine the current construction status and discrepancies. Based on these discrepancies, information is populated into the second monitoring feedback report template. Simultaneously, historical construction analysis data is retrieved from the data storage unit. The current construction status and discrepancies are combined with this historical data for predictive analysis to obtain construction prediction data. This prediction data is then used to populate the second monitoring feedback report template, resulting in the monitoring feedback report. The data structures of the first and second monitoring feedback report templates differ.

[0098] The second feedback unit, during the target marking and transmission preprocessing of the construction adjustment command, determines the target construction equipment for the construction adjustment command, marks the construction adjustment command based on the target construction equipment, obtains the target-marked construction adjustment command, then performs encryption method matching on the target-marked construction adjustment command, and encrypts the target-marked construction adjustment command based on the matching result, obtains the encrypted construction adjustment command, then performs wireless transmission preprocessing on the encrypted construction adjustment command, combines wireless transmission loss to enhance the encrypted construction adjustment command, determines the construction adjustment command to be transmitted, and configures the transmission parameters for the encrypted construction adjustment command.

[0099] The construction monitoring results are fed back through the first and second feedback units. When the construction monitoring results indicate that construction adjustments are needed, the first feedback unit can inform relevant personnel of the current status of the photovoltaic array foundation construction. Furthermore, the adjustment can be carried out in a timely manner according to the construction adjustment instructions, thereby improving the efficiency of photovoltaic array foundation construction adjustments, ensuring the accuracy of photovoltaic array foundation construction, and ultimately improving the power generation efficiency of the photovoltaic system.

[0100] In one embodiment provided by the present invention, such as Figure 5As shown, the construction analysis unit uses an artificial intelligence analysis model to perform photovoltaic array foundation construction analysis based on multi-dimensional foundation construction data, including:

[0101] A1. Receive multi-dimensional foundation construction data and process the data to obtain multi-dimensional foundation construction data.

[0102] A2. Identify and analyze the multi-dimensional foundation construction data to determine the second data to be received;

[0103] A3. Using an artificial intelligence analysis model, based on the data received from the second data collection and combined with the photovoltaic array foundation construction drawings, the current construction deviation is analyzed to obtain construction analysis data.

[0104] In the above technical solution, data reception and processing includes: verification, filtering, noise reduction, and other processing.

[0105] In the above technical solution, the multi-dimensional foundation construction acquisition and reception information is identified and analyzed. All information contained in the multi-dimensional foundation construction acquisition and reception information is analyzed, and the construction data information of photovoltaic array foundation construction is identified, thereby obtaining the second acquisition information reception data.

[0106] The above technical solution ensures the integrity of the multi-dimensional foundation construction data collection information by processing the received data, preventing tampering or damage during transmission and improving the accuracy of the information. Furthermore, by identifying and parsing the received information, only the target data is acquired, reducing data redundancy and minimizing interference from irrelevant data on the artificial intelligence analysis model. This provides assurance for construction analysis, improves the accuracy of the analysis data, and enables efficient construction analysis of the received data through the artificial intelligence analysis model, reducing time consumption and promptly clarifying the discrepancies between the actual construction situation of the photovoltaic array foundation and the expectations in the construction drawings, thus ensuring the accuracy of the analysis data.

[0107] In one embodiment of the present invention, an artificial intelligence analysis model is used to analyze the current construction deviation based on the second collected information received data and the photovoltaic array foundation construction drawings, including:

[0108] The actual construction data for the photovoltaic array foundation construction is determined based on the data received from the second data collection.

[0109] The construction of the photovoltaic array foundation is determined according to the construction drawings of the photovoltaic array foundation, and the expected data of the photovoltaic array foundation construction is obtained to obtain the expected information of the photovoltaic array foundation construction.

[0110] Based on the actual construction data of the photovoltaic array foundation construction, the expected construction information of the target photovoltaic array foundation is obtained by matching and filtering the expected construction information of the photovoltaic array foundation.

[0111] By comparing the actual construction data of the photovoltaic array foundation with the expected construction information of the target photovoltaic array foundation, the deviation data of the actual construction of the photovoltaic array foundation is determined, and the construction analysis data is obtained.

[0112] In the above technical solution, when determining the construction of the photovoltaic array foundation according to the construction drawings of the photovoltaic array foundation, the target photovoltaic array is obtained by idealizing the construction based on the construction drawings of the photovoltaic array foundation, thereby obtaining the expected data of the photovoltaic array foundation construction for the target photovoltaic array and obtaining the expected information of the photovoltaic array foundation construction.

[0113] In the above technical solution, when matching and filtering the expected construction information of the photovoltaic array foundation based on the actual construction data of the photovoltaic array foundation construction, the current construction stage is determined based on the actual construction data of the photovoltaic array foundation construction. Then, the expected construction information of the photovoltaic array foundation construction corresponding to the current construction stage is matched and obtained as the target expected construction information of the photovoltaic array foundation. The construction stages include: piling stage, structural stage, and solar panel installation stage, etc.

[0114] In the above technical solution, when comparing the actual construction data of the photovoltaic array foundation construction with the expected information of the target photovoltaic array foundation construction, the construction progress of the current construction stage is determined based on the actual construction data of the photovoltaic array foundation construction. Based on the construction progress of the current construction stage, the comparison reference information is locked in the expected information of the target photovoltaic array foundation construction. The deviation analysis calculation is performed between the actual construction data of the photovoltaic array foundation construction and the comparison reference information to determine the actual construction deviation data of the photovoltaic array foundation and obtain the construction analysis data.

[0115] The aforementioned technical solution utilizes an artificial intelligence analysis model to perform construction analysis on the received data from the second data acquisition process. This clarifies the gap between the actual construction of the photovoltaic array foundation and the construction drawings, thereby identifying construction errors. Furthermore, by determining the construction of the photovoltaic array foundation according to the construction drawings, the solution concretizes the drawings and allows for direct determination of the expected construction information for the target photovoltaic array foundation. This facilitates the analysis and determination of deviation data in the actual construction of the photovoltaic array foundation. Moreover, by matching and filtering the actual construction data with the expected construction information, the solution reduces redundancy of irrelevant information, minimizes interference when comparing the actual construction data with the expected construction information, and improves the accuracy of the construction analysis data.

[0116] In one embodiment of the present invention, an artificial intelligence analysis model is used to analyze the current construction deviation based on the data received from the second acquisition information and the construction drawings of the photovoltaic array foundation. The method further includes:

[0117] Based on the data received from the second data collection, the actual construction data of the photovoltaic array foundation construction is determined, and the current construction stage is clarified.

[0118] A real-world model of photovoltaic array foundation construction was established based on actual construction data.

[0119] Based on the current construction stage, obtain the corresponding construction plan from the photovoltaic array foundation construction plan to obtain the target stage construction plan;

[0120] Based on the actual construction model of the photovoltaic array foundation, a construction simulation was conducted according to the construction plan of the target stage to obtain a construction prediction model for the photovoltaic array foundation.

[0121] Predictive information for photovoltaic array foundation construction is determined based on a photovoltaic array foundation construction prediction model.

[0122] By comparing and analyzing the predicted construction information of photovoltaic array foundations with the expected construction information of photovoltaic array foundations, the deviation between the predicted and expected construction information of photovoltaic array foundations is obtained, and construction prediction analysis data is obtained.

[0123] In the above technical solution, the photovoltaic array foundation construction scheme is a specific construction strategy and construction control scheme based on the photovoltaic array foundation construction drawing system.

[0124] In the above technical solution, the photovoltaic array foundation construction prediction model is a construction simulation based on the actual construction model of the photovoltaic array foundation according to the construction plan of the target stage. It is a model of the construction status of the photovoltaic array foundation when the current construction stage is completed. For example, in the piling stage, if the second data acquisition receives the positioning of the photovoltaic array foundation construction in the initial stage of piling and the bottom information of the pile, the construction simulation is performed according to the construction plan of the target stage based on the actual construction model of the photovoltaic array foundation to determine the pile condition when piling is completed, thus obtaining the photovoltaic array foundation construction prediction model. Moreover, the photovoltaic array foundation construction prediction information is the prediction information of the complete pile, including data information such as location, depth, and verticality.

[0125] The aforementioned technical solution, through mechanical energy construction simulation, can simulate the current construction stage based on actual construction data of photovoltaic array foundation construction. This avoids situations where the deviation in the current photovoltaic array foundation construction is within the allowable range, but the deviation becomes too large after the completion of the construction stage, making revisions impossible. This enhances the assurance of photovoltaic array foundation construction, enabling timely correction during the construction process and reducing the difficulty for construction personnel to adjust the photovoltaic array foundation construction. Furthermore, by simulating and analyzing construction according to the construction stages, problems can be identified and adjusted in the current construction stage, avoiding adjustments to the previous or initial construction stages. This reduces the difficulty of construction adjustments, thereby improving the efficiency of construction adjustments and better ensuring the accuracy of photovoltaic array foundation construction and the power generation efficiency of the photovoltaic system.

[0126] In one embodiment provided by the present invention, such as Figure 6 As shown, when the construction adjustment unit determines the construction adjustment instruction based on the construction analysis data, it includes:

[0127] B1. Based on the construction monitoring results, conduct a result analysis on the construction analysis data or construction prediction analysis data to determine the causes of construction deviations;

[0128] B2. Identify the associated construction equipment and determine the target construction equipment based on the causes of construction deviations;

[0129] B3. Analyze the actuators of the target construction equipment to obtain the control characteristics of the actuators of the target construction equipment;

[0130] B4. Determine control adjustment information based on construction analysis data or construction prediction analysis data, combined with the control characteristics of the actuators of the target construction equipment;

[0131] B5. Identify and analyze the multi-dimensional foundation construction data to determine the first data to be received, and revise the environmental impact based on the first data to determine the control adjustment revision information.

[0132] B6. Based on the control adjustment and revision information, control instructions are generated for the actuators of the target construction equipment to obtain construction adjustment instructions.

[0133] In the above technical solution, when analyzing the construction analysis data or construction prediction analysis data in conjunction with the construction monitoring results, if the construction monitoring results indicate that construction adjustments are needed, the cause of the construction adjustments is determined based on the construction analysis data or construction prediction analysis data, which data deviations are abnormal, thereby identifying the cause of the construction deviation.

[0134] In the above technical solution, when identifying the associated construction equipment based on the cause of construction deviation, the main body of the abnormal construction deviation is identified, and it is determined which construction equipment was used to carry out the construction operation during the construction of the photovoltaic array foundation, thereby identifying the target construction equipment.

[0135] In the above technical solution, when generating control commands for the actuator of the target construction equipment based on the corrected control adjustment information, the control commands are determined according to the control characteristics of the actuator of the target construction equipment.

[0136] The aforementioned technical solution, during construction control adjustments, achieves precise control of the actuators of the target construction equipment by identifying it. This allows for timely control adjustments during the construction of the photovoltaic array foundation, minimizing and correcting deviations in the foundation construction, reducing their impact, and ensuring the accuracy of the foundation construction and the power generation efficiency of the photovoltaic system. Furthermore, control adjustment analysis is only performed on related construction equipment, avoiding large-scale adjustments that could disrupt the original construction plan and reduce the degree of chaos in the foundation construction process. By identifying the first data acquisition and using it for environmental impact revision, the actual impact of environmental factors on the photovoltaic array foundation construction is clarified. This allows for more precise correction of deviations during construction adjustments, improving the accuracy of control adjustment revision information and consequently, the accuracy of construction adjustment commands. Based on the control adjustment revision information, control commands are generated for the actuators of the target construction equipment, ensuring compatibility between the commands and the actuators, enabling the actuators to directly adjust according to these commands.

[0137] Furthermore, when revising the environmental impact assessment based on the data received from the first data collection, it includes:

[0138] Based on the control adjustment information, the corresponding construction stage is determined, thus obtaining the construction adjustment stage;

[0139] By combining the environmental factors impact analysis of the first data collection received during the construction adjustment phase, the impact of environmental factors on the construction during the construction adjustment phase is obtained, and the environmental factors impact data on construction is obtained.

[0140] By combining environmental factors construction impact data with construction standard data, impact factor analysis and calculation are performed to obtain environmental factor impact factors.

[0141] The control adjustment information is revised by using environmental factors to influence the control adjustment information.

[0142] In the context of environmental factor impact analysis based on the first data collection received during the construction adjustment phase, the impact of environmental factors on this construction phase is analyzed separately according to hydrological, meteorological, geological, and biological information. This includes: determining hydrological, meteorological, geological, and biological information based on the first data collection received; determining construction equipment for the construction adjustment phase; and analyzing the impact of environmental factors on the construction operation of the equipment based on the hydrological, meteorological, geological, and biological information. When the construction adjustment phase is the piling phase, the impact of hydrological information such as water flow velocity, water flow direction, and water depth on the position of the piling machinery and the piles during the piling operation is analyzed based on the hydrological conditions. This yields the first environmental factor construction impact data, such as the position data resulting from the force exerted by water flow velocity and water flow direction on the piling machinery, and the distance between the pile height and the water surface caused by water depth. Based on meteorological information analysis, the impact of meteorological data such as wind force, wind direction, and temperature on pile driving operations in water is analyzed, resulting in the second environmental factor's construction impact data. For example, the wind force and direction affect the above-water components of the pile driving machinery, leading to the location of the underwater construction point. Based on geological information analysis, the flatness and hardness of the foundation surface are analyzed to determine the impact on pile stability, resulting in the third environmental factor's construction impact data. For example, the flatness of the foundation surface may cause the pile to tilt at a 75° angle. Based on biological information analysis, the obstruction effect of aquatic organisms on the pile driving machinery is analyzed, resulting in the fourth environmental factor's construction impact data. For example, aquatic plants entangled in the pile driving machinery's boom may affect the construction point's location. Therefore, based on the first, second, third, and fourth environmental factor impact data, the environmental factor construction impact data is obtained. When the construction adjustment phase is the framework phase, hydrological information such as water flow velocity and direction is analyzed to determine the impact of these parameters on the fixation and connection positions of the support structure, yielding the first environmental factor construction impact data. Meteorological information such as wind force, wind direction, and temperature is analyzed to determine the impact of these parameters on the fixation and connection positions of the support structure and welding operations, yielding the second environmental factor construction impact data. Based on the first and second environmental factor impact data, the overall environmental factor construction impact data is obtained. When the construction adjustment phase is the solar panel installation phase, meteorological information such as wind force, wind direction, and temperature is analyzed to determine the impact of these parameters on the placement and fixation of the solar panels, yielding the second environmental factor construction impact data. This leads to the final environmental factor construction impact data.

[0143] The construction standard data is the construction data of the target photovoltaic array obtained based on the idealized construction drawings of the photovoltaic array foundation. When combining the environmental factor construction impact data with the construction standard data for impact factor analysis, the environmental factor construction impact data is divided according to the objects that affect the construction results, resulting in a set of environmental factor construction impact data. For example, the environmental factor construction impact data affecting pile position is grouped together, and the environmental factor construction impact data affecting pile angle is grouped together. The environmental factor construction impact data set is then matched with the construction standard data to obtain the original construction data information of the objects affected. Relative impact analysis calculations are then performed on the environmental factor construction impact data in the set, combined with the original construction data information of the corresponding objects affected. For example, if the pile is tilted at 75°, and the original construction data for the pile is 90°, then... A relative impact analysis was performed to obtain the impact analysis calculation data. When performing the relative impact analysis calculation on the distance between the pile height and the water surface caused by the water depth, the following steps were taken: The impact analysis calculation data is obtained, where A represents the distance between the pile height and the water surface caused by water depth, and B represents the standard distance between the pile height and the water surface. Then, the impact analysis data from the same environmental factor construction impact data set are summed to obtain the environmental factor impact factor.

[0144] The environmental factors affecting the data change dynamically as the first data collection information is received.

[0145] When revising control adjustment information using environmental factor impact factors, the analysis of the control adjustment information determines the objects of construction impact results. Based on these objects, environmental factor impact factors are matched to determine target environmental factor impact factors. These target environmental factor impact factors are then used to revise the control adjustment information, resulting in revised control adjustment information. For example, if the analysis of construction adjustment information determines that the control adjustment involves adjusting the pile driving machinery to adjust the pile angle 15° to the left, then the object of construction impact results is the pile angle. Environmental factor impact factors related to the pile angle are then selected as target environmental factor impact factors. Finally, these target environmental factor impact factors are used to revise the control adjustment information, resulting in revised control adjustment information.

[0146] The above-mentioned analysis of environmental factors based on the first data acquisition clarifies the actual impact of environmental factors on the construction of the photovoltaic array foundation. This allows for the consideration of the actual impact of environmental factors on the photovoltaic array foundation construction during control adjustments, improving the accuracy of control adjustments. By defining the construction adjustment phase, environmental factor analysis based on the first data acquisition is combined with the construction adjustment phase, avoiding the analysis of mechanical energy environmental factors irrelevant to the construction adjustment phase, thus improving the effectiveness of environmental factor analysis. Furthermore, by combining the environmental factor construction impact data with construction standard data for impact factor analysis calculations, the relative impact of environmental factors on construction is clarified. This allows for the revision of control adjustment information, improving the accuracy of control adjustment information. Moreover, the environmental factor impact factors dynamically change with the first data acquisition, allowing for the determination of environmental factor impact factors based on the latest environmental factor information, improving the accuracy of environmental factor impact factors. This enables better revision of control adjustment information based on environmental factor impact factors, ensuring the accuracy of revised control adjustment information, and ultimately making construction adjustment instructions more precise.

[0147] In one embodiment of the present invention, after determining the construction adjustment instruction based on the construction monitoring results, the control terminal module further performs adjustment analysis in conjunction with the construction plan, including:

[0148] A preliminary analysis of the construction adjustment order was conducted to determine whether the construction adjustment order required the coordinated operation of multiple construction equipment, and the analysis and judgment results of the construction adjustment order were obtained.

[0149] When the analysis and judgment result of the construction adjustment instruction is that the construction adjustment instruction does not require the coordinated operation of multiple construction equipment, the construction plan control information of the target construction equipment is obtained from the construction plan in combination with the construction adjustment information, and the control adjustment is carried out according to the construction adjustment instruction for the construction plan control information of the target construction equipment.

[0150] When the analysis and judgment result of the construction adjustment instruction is that the construction adjustment instruction requires the coordinated operation of multiple construction equipment, the associated construction equipment is identified, a construction adjustment plan is formulated for the associated construction equipment according to the construction adjustment instruction, and the construction plan is adjusted and updated using the construction adjustment plan.

[0151] In the above technical solution, when determining whether a construction adjustment instruction requires the coordinated operation of multiple construction equipment, the associated construction equipment is determined based on the construction adjustment instruction. When there are two or more associated construction equipment, the construction adjustment instruction requires the coordinated operation of multiple construction equipment.

[0152] In the above technical solution, when adjusting the construction plan for associated construction equipment according to the construction adjustment instructions, further analysis is conducted on the associated construction equipment to determine the collaborative relationship between the associated construction equipment during the photovoltaic array foundation construction process. The construction control information of the associated construction equipment is clarified, the target construction equipment is identified according to the construction adjustment instructions, and the construction control information of the target construction equipment is adjusted based on the construction control information of the associated construction equipment. Simultaneously, based on the collaborative relationship between the associated construction equipment and the adjusted construction control information of the target construction equipment, the construction control information of other construction equipment is updated and adjusted, thus obtaining the construction adjustment plan. Here, "other construction equipment" refers to all construction equipment among the associated construction equipment other than the target construction equipment. For example, when a construction adjustment instruction concerns adjustments from an architectural perspective, the associated construction equipment includes cranes and welding equipment. The target of the construction adjustment instruction is the crane. The collaboration between the crane and the welding equipment involves the crane placing the frame pole to the target position while the welding equipment secures the connection point. When developing a construction adjustment plan for the associated construction equipment based on the construction adjustment instruction, the construction control information of the crane and welding equipment is obtained. The construction control information of the crane is adjusted according to the construction adjustment instruction to obtain the crane's construction adjustment information. The adjusted connection position is determined based on the crane's construction adjustment information. Then, the construction control information of the welding equipment is updated and adjusted based on the adjusted connection position to obtain the welding equipment's construction control adjustment information, thereby determining the construction adjustment plan.

[0153] The above technical solution, through adjustment and analysis combined with the construction plan, enables the execution mechanism of the construction equipment to respond more efficiently to construction adjustment commands, facilitating the execution of these commands. Furthermore, by analyzing and determining the results of the construction adjustment commands, the complexity of the adjustments is clarified. This allows for efficient determination of how to achieve construction control adjustments when adjusting a single piece of equipment. For complex construction processes involving multiple pieces of equipment working together, the solution fully considers the collaborative relationships between the equipment, preventing adjustments to the control of one piece of equipment from affecting the original control of other equipment in the collaborative process. This reduces conflicts in equipment control, ensures the smooth operation of the equipment, and ultimately improves the accuracy of collaborative construction.

[0154] In one embodiment of the present invention, when the monitoring and acquisition module uses a multi-dimensional sensor based on integrated circuits to collect construction data for a photovoltaic array foundation, it also adjusts and determines the monitoring position of the multi-dimensional sensor based on integrated circuits. This includes: determining the construction area and expanding the area to determine the observation range; collecting preliminary environmental factor information within the observation range using the multi-dimensional sensor to obtain preliminary environmental information; performing geological information analysis on the construction area based on the preliminary environmental information to determine whether the geological information data in the construction area are the same, obtaining preliminary analysis results for the construction area; when the preliminary analysis results for the construction area indicate that the geological information data in the target area are different, analyzing the distribution of the geological information data to determine the geological distribution characteristics of the construction area, determining the optimal monitoring point based on the geological distribution characteristics, then determining the current monitoring point of the multi-dimensional sensor, performing relative position analysis between the current monitoring point and the optimal monitoring point, and moving the multi-dimensional sensor from the current monitoring point to the optimal monitoring point according to the relative position analysis results, thereby enabling the multi-dimensional sensor to perform environmental monitoring and acquisition at the optimal monitoring point.

[0155] In the above technical solution, when expanding the construction area, the observation range is obtained by extending outward by 2 meters from the boundary line of the construction area. The 2 meters can be adjusted according to actual needs, and can be 1 meter, 0.5 meters, etc.

[0156] In the above technical solution, when preliminary environmental factor information is collected through multi-dimensional sensors within the observation range, geological information of the underwater surface is collected by geological information monitoring sensors, hydrological and biological information in the water is collected by hydrological and biological information monitoring sensors, and meteorological information above the water is collected by meteorological information monitoring sensors. Then, the integrated circuit processes and transmits the geological, hydrological, biological, and meteorological information collected based on the observation range to obtain preliminary environmental information.

[0157] In the above technical solution, when conducting geological information analysis on the construction area based on preliminary environmental data, multiple construction area points are identified within the construction area. These points are densely distributed in a regular pattern. Geological information of these points is acquired, and the geological information of all points is compared and analyzed to determine if the geological information data is identical, thus obtaining preliminary analysis results for the construction area. Furthermore, when determining the optimal monitoring points based on geological distribution characteristics, regional blocks are divided in conjunction with the geological information of the construction area points. Geological information comparison and analysis are performed on adjacent construction area points. If the difference in geological information between adjacent points is within a preset range, the corresponding points can be grouped together. The range of all grouped points is then determined to obtain regional blocks, thus achieving the regional block division of the construction area. The points where different regional blocks intersect are then used as the optimal monitoring points. The preset range is pre-set for the geological information data. For example, multiple construction area points c are identified within the construction area. 11 c 12 ... c 1n c 21 c 22 ... c 2n ... c m1 c m2 ... c mn If the construction area point c 14 Location c in the construction area 13 The difference in geological information between the two locations is within the preset range of variation, and the construction area location c 14 Location c in the construction area 15 The difference in geological information between them is not within the preset range of variation, and the construction area point c 13 Location c in the construction area 12 The difference in geological information between them is not within the preset range of variation, and the construction area point c 13 Location c in the construction area 23 The difference in geological information between them is not within the preset range of variation, and the construction area point c 14 Location c in the construction area 24 The difference in geological information between the two locations is within the preset range of variation, and the construction area location c 24 Location c in the construction area 25 The difference in geological information between them is not within the preset range of variation, and the construction area point c 24 Location c in the construction area 34 If the difference in geological information between the points is not within the preset range, then the construction area point c will be... 13 Construction area location c 14 Construction area location c 24Combine them together, define the combination, and then in the construction area, define the construction area range that includes all the points in the combination as a block.

[0158] The above technical solution enables adaptive adjustment of the monitoring position of multi-dimensional sensors, eliminating the need for manual deployment of the multi-dimensional sensors multiple times. This not only saves manpower and reduces the risks associated with worker adjustments, but also allows the multi-dimensional sensors to better monitor environmental factors in the construction area, improving the comprehensiveness and accuracy of the initial data collection. When adjusting the monitoring locations of multi-dimensional sensors, the observation range is expanded to better encompass the construction area. This avoids overlooking environmental factors due to geological differences at the edges of the construction area, improving the sensitivity of environmental factor monitoring and reducing errors in the initial data collection. Furthermore, when preliminary analysis of the construction area reveals discrepancies between hydrological and geological information, monitoring points are determined based on the geological distribution characteristics of the construction area. This not only ensures comprehensive monitoring of environmental factors through optimal monitoring points, guaranteeing the completeness of the initial data collection, but also optimizes the number of optimal monitoring points by using the intersections between different blocks as the best points. This reduces waste of monitoring resources and costs, avoids blindly deploying monitoring points, and ensures that the optimal monitoring points can monitor multiple areas from a single point, improving the accuracy of the initial data collection and identifying areas where environmental factors are prone to fluctuation. Ultimately, this provides a guarantee for real-time monitoring and adjustment of the photovoltaic array foundation construction accuracy.

[0159] Those skilled in the art should understand that the first, second, third, and fourth in this invention merely refer to different application stages.

[0160] Other embodiments of this disclosure will readily occur to those skilled in the art upon consideration of the specification and practice of the disclosure herein. This application is intended to cover any variations, uses, or adaptations of this disclosure that follow the general principles of this disclosure and include common knowledge or customary techniques in the art not disclosed herein. The specification and examples are to be considered exemplary only, and the true scope and spirit of this disclosure are indicated by the following claims.

[0161] It should be understood that this disclosure is not limited to the precise structures described above and shown in the accompanying drawings, and various modifications and changes can be made without departing from its scope. The scope of this disclosure is limited only by the appended claims.

Claims

1. A real-time monitoring and adjustment system for the construction accuracy of photovoltaic array foundations based on integrated circuits, characterized in that, include: The monitoring and acquisition module is used to collect photovoltaic array foundation construction data using multi-dimensional sensors based on integrated circuits, obtain multi-dimensional foundation construction information, and transmit the multi-dimensional foundation construction information to the control terminal module in real time through the wireless transmission module. The control terminal module is used to perform construction analysis based on multi-dimensional foundation construction information, obtain construction monitoring results, and determine construction adjustment instructions based on the construction monitoring results. The results feedback module is used to provide feedback on the construction monitoring results and to use the wireless transmission module to send construction adjustment instructions to the execution mechanism of the construction equipment.

2. The system according to claim 1, characterized in that, The monitoring and acquisition module includes: a first acquisition unit and a second acquisition unit; The first acquisition unit is used to monitor and acquire environmental monitoring data of the construction environment through an integrated circuit-based environmental factor acquisition sensor, convert the environmental monitoring and acquisition data into a first digital signal through an analog-to-digital converter, and perform signal processing on the first digital signal to obtain first acquisition information. The second acquisition unit is used to acquire construction data for the photovoltaic array foundation construction using an integrated circuit-based construction data acquisition sensor to obtain second acquisition information. The integrated circuit-based construction data acquisition sensor is an acquisition device that integrates a position sensor, a depth sensor, and a verticality sensor onto a single module using integrated circuit technology. When acquiring construction data for the photovoltaic array foundation construction using the integrated circuit-based multi-dimensional sensor, the multi-dimensional sensor is installed on the construction equipment. The position sensor, depth sensor, and verticality sensor respectively acquire data information for the photovoltaic array foundation construction to obtain the construction acquisition target data. Then, the construction acquisition target data is converted into a second digital signal through an analog-to-digital converter, and signal processing is performed on the second digital signal to obtain the second acquisition information.

3. The system according to claim 1, characterized in that, The wireless transmission module includes: a first transmission unit and a second transmission unit; The first transmission unit is used to encapsulate data packets for multi-dimensional foundation construction information and transmit the data packets to the control terminal module in real time. The second transmission unit is used to determine the actuator of the corresponding construction equipment in response to the construction adjustment instruction, and to send the construction adjustment instruction to the actuator of the corresponding construction equipment.

4. The system according to claim 2, characterized in that, The control terminal module includes: a construction analysis unit, a construction adjustment unit, and a data storage unit; The construction analysis unit is used to perform photovoltaic array foundation construction analysis on multi-dimensional foundation construction information using an artificial intelligence analysis model, obtain construction analysis data, and determine construction monitoring results based on the construction analysis data and photovoltaic array foundation construction standards. The construction adjustment unit is used to determine the construction adjustment instruction in conjunction with the construction analysis data when the construction monitoring results indicate that construction adjustment is required. The data storage unit is used to record and store construction analysis data.

5. The system according to claim 4, characterized in that, The construction analysis unit employs an artificial intelligence analysis model to perform photovoltaic array foundation construction analysis based on multi-dimensional foundation construction data, including: Receive multi-dimensional foundation construction data and process the data to obtain multi-dimensional foundation construction data. The multi-dimensional foundation construction data collection and reception information is identified and analyzed to determine the second collection information data. The artificial intelligence analysis model analyzes the current construction deviations based on the data received from the second collection of information and the construction drawings of the photovoltaic array foundation, and obtains construction analysis data.

6. The system according to claim 5, characterized in that, The artificial intelligence analysis model analyzes the current construction deviations based on the data received from the second data acquisition and the photovoltaic array foundation construction drawings, including: The actual construction data for the photovoltaic array foundation construction is determined based on the data received from the second data collection. The construction of the photovoltaic array foundation is determined according to the construction drawings of the photovoltaic array foundation, and the expected data of the photovoltaic array foundation construction is obtained to obtain the expected information of the photovoltaic array foundation construction. Based on the actual construction data of the photovoltaic array foundation construction, the expected construction information of the target photovoltaic array foundation is obtained by matching and filtering the expected construction information of the photovoltaic array foundation. By comparing the actual construction data of the photovoltaic array foundation with the expected construction information of the target photovoltaic array foundation, the deviation data of the actual construction of the photovoltaic array foundation is determined, and the construction analysis data is obtained.

7. The system according to claim 6, characterized in that, The analysis, based on the data received from the second data acquisition and the photovoltaic array foundation construction drawings, uses an artificial intelligence analysis model to perform current construction deviation analysis, which also includes: Based on the data received from the second data collection, the actual construction data of the photovoltaic array foundation construction is determined, and the current construction stage is clarified. A real-world model of photovoltaic array foundation construction was established based on actual construction data. Based on the current construction stage, obtain the corresponding construction plan from the photovoltaic array foundation construction plan to obtain the target stage construction plan; Based on the actual construction model of the photovoltaic array foundation, a construction simulation was conducted according to the construction plan of the target stage to obtain a construction prediction model for the photovoltaic array foundation. Predictive information for photovoltaic array foundation construction is determined based on a photovoltaic array foundation construction prediction model. By comparing and analyzing the predicted construction information of photovoltaic array foundations with the expected construction information of photovoltaic array foundations, the deviation between the predicted and expected construction information of photovoltaic array foundations is obtained, and construction prediction analysis data is obtained.

8. The system according to claim 7, characterized in that, When the construction adjustment unit determines the construction adjustment instructions based on the construction analysis data, it includes: Based on the construction monitoring results, conduct results analysis on the construction analysis data or construction prediction analysis data to determine the causes of construction deviations; Based on the causes of construction deviations, identify the associated construction equipment and determine the target construction equipment; Perform actuator analysis on the target construction equipment to obtain the actuator control characteristics of the target construction equipment; Control adjustment information is determined based on construction analysis data or construction prediction analysis data combined with the control characteristics of the actuators of the target construction equipment. The multidimensional foundation construction data collection and reception information is identified and analyzed to determine the first data collection data, and environmental impact revisions are made based on the first data collection data to determine the control adjustment revision information; Based on the control adjustment and revision information, control instructions are generated for the actuators of the target construction equipment to obtain construction adjustment instructions.

9. The system according to claim 1, characterized in that, After determining the construction adjustment instructions based on the construction monitoring results, the control terminal module also performs adjustment analysis in conjunction with the construction plan, including: A preliminary analysis of the construction adjustment order was conducted to determine whether the construction adjustment order required the coordinated operation of multiple construction equipment, and the analysis and judgment results of the construction adjustment order were obtained. When the analysis and judgment result of the construction adjustment instruction is that the construction adjustment instruction does not require the coordinated operation of multiple construction equipment, the construction plan control information of the target construction equipment is obtained from the construction plan in combination with the construction adjustment information, and the control adjustment is carried out according to the construction adjustment instruction for the construction plan control information of the target construction equipment. When the analysis and judgment result of the construction adjustment instruction is that the construction adjustment instruction requires the coordinated operation of multiple construction equipment, the associated construction equipment is identified, a construction adjustment plan is formulated for the associated construction equipment according to the construction adjustment instruction, and the construction plan is adjusted and updated using the construction adjustment plan.

10. The system according to claim 2, characterized in that, When the monitoring and acquisition module uses integrated circuit-based multi-dimensional sensors to collect construction data for photovoltaic array foundations, it also adjusts and determines the monitoring position of the integrated circuit-based multi-dimensional sensors. This includes: determining the construction area and expanding the area to define the observation range; collecting preliminary environmental factor information within the observation range using multi-dimensional sensors to obtain preliminary environmental data; analyzing geological information in the construction area based on the preliminary environmental data to determine if the geological data in the construction area are the same, obtaining preliminary analysis results for the construction area; when the preliminary analysis results indicate that the geological data in the target area are different, analyzing the distribution of the geological data to determine the geological distribution characteristics of the construction area, determining the optimal monitoring point based on the geological distribution characteristics, then determining the current monitoring point of the multi-dimensional sensors, performing relative position analysis between the current monitoring point and the optimal monitoring point, and moving the multi-dimensional sensors from the current monitoring point to the optimal monitoring point according to the relative position analysis results, so that the multi-dimensional sensors can perform environmental monitoring and acquisition at the optimal monitoring point.

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