A building material quality management control system for intelligent construction sites
Through the comprehensive application of building material data acquisition, analysis and traceability modules, the evaluation of deterioration and durability changes in building materials during long-term use is solved, real-time monitoring and early warning of building material performance is achieved, the intelligence level and accuracy of quality management are improved, and the safety and sustainability of construction projects are ensured.
Patent Information
- Application Number
- CN202510433976.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2025-04-08
- Publication Date
- 2025-07-11
- Estimated Expiration
- 2045-04-08
AI Technical Summary
The existing technology lacks in-depth analysis and prediction of deterioration, fatigue and durability changes in long-term use in building materials quality management, fails to achieve real-time performance evaluation and early warning, and lacks intelligent decision-making support and optimization measures, making it difficult to meet the requirements of modern construction projects for efficiency, accuracy and sustainability.
The building materials data acquisition module, building materials analysis module, attenuation and degradation analysis module and traceability management module are adopted to collect building materials performance data through automated detection equipment and sensor groups, perform missing value processing, outlier value detection, data alignment and dimensionless processing. Combined with crack propagation analysis, stress distribution analysis and pore structure analysis, the performance index and attenuation and degradation index of building materials physical components are calculated, and the comprehensive fatigue durability index is generated, real-time evaluation and early warning of building materials performance is realized, and production and use information of the entire life cycle of building materials are recorded.
It realizes accurate evaluation and real-time monitoring of building materials performance, dynamically monitors the performance of building materials under different environmental conditions, discovers potential structural risks in advance, improves the service life prediction and early warning capabilities of building materials, ensures transparency and refinement of quality management, reduces safety hazards in construction, and improves the efficiency and accuracy of project quality control.
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Figure CN119940747B_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of smart construction sites, and particularly to a building material quality management control system for smart construction sites. Background Art
[0002] With the continuous advancement of urbanization, the construction industry is facing increasing pressure in quality and safety management. Traditional construction quality management methods are gradually unable to meet the requirements of modern construction projects for high efficiency, precision, and sustainability. At the same time, with the rapid development of information technology, the Internet of Things, big data, and artificial intelligence, the concepts of smart cities and smart construction sites have gradually emerged, promoting the construction industry to develop in a more intelligent and automated direction. The complexity of construction projects and the strict requirements for quality control make it a key issue to be solved urgently how to effectively manage the quality of building materials, especially to monitor the performance degradation and aging of building materials during long-term use. Therefore, how to improve the quality management of building materials through advanced technical means to ensure the long-term stability and safety of construction projects has become the focus of attention inside and outside the industry.
[0003] In the Chinese invention application with the application publication number CN115271681A, it includes an in-out material control module and a process detection module. The in-out material control module consists of a building material procurement module, an inbound identification module, a building material classification module, an inbound quality inspection module, an inbound registration module, a building material outbound module, an outbound identification module, an outbound registration module, an outbound quality inspection module, an outbound transfer module, and a building material inventory module. The process detection module consists of a process monitoring module and a storage file module. The in-out material control module is used for the inventory management of building material procurement and outbound, and at the same time, through the process detection module, the whole-process quality monitoring management of the inbound inspection of building material raw materials and the outbound inspection of building material raw materials is realized, so as to realize the intelligent management and control of construction site building materials, which is beneficial to improving the standardization of building material use management and the transparency of building material inspection processes.
[0004] Combined with the existing technology, the above application still has the following deficiencies:
[0005] First, the above application mainly focuses on the procurement, warehousing, outbound, and inventory management of building materials, lacking in-depth analysis and prediction of the deterioration, fatigue, and durability changes during the long-term use of building materials, and failing to comprehensively evaluate the long-term performance of building materials during the construction process. Second, the quality inspection module of the system mainly focuses on single inspections at the time of warehousing and outbound, without covering the continuous monitoring of building materials during use, lacking the monitoring of dynamic changes of building materials under different use environments and load conditions, and being not conducive to real-time performance evaluation and early warning. Finally, although the system provides process monitoring and archiving functions, it lacks intelligent decision support and optimization measures, making it difficult to make systematic improvements based on monitoring data or identify potential risks in advance, thus affecting the intelligent level and precise management ability of the system. Summary of the Invention
[0006] Aiming at the deficiencies of the prior art, the present invention provides a building material quality management control system for smart construction sites, which solves the problems in the above background art.
[0007] To achieve the above objectives, the present invention is realized through the following technical solutions: A building material quality management control system for smart construction sites includes a building material data acquisition module, a building material analysis module, an attenuation deterioration analysis module, a comprehensive fatigue analysis module, and a traceability management module;
[0008] The building material data acquisition module is used to collect the performance data of building materials based on the manufacturer's building material performance files and automated detection equipment, and construct a building material data analysis platform to perform missing value processing, outlier detection, data alignment, denoising, and dimensionless processing on the performance data to obtain a physical index data set;
[0009] The building material analysis module is used to perform crack propagation analysis, stress distribution analysis, and pore structure analysis based on the physical index data set, and perform fitting based on the analysis results to obtain the building material physical component performance index sii for building material performance evaluation;
[0010] When the building material performance evaluation shows that the building material performance is qualified, the attenuation deterioration analysis module is used to collect the deterioration data of the building material through the sensor group and the manufacturer's building material performance files, and perform missing value processing, outlier detection, data alignment, denoising, dimensionless processing, temperature change rate analysis, and residual stress analysis through the building material data analysis platform to obtain a fatigue data set, and then calculate the building material attenuation deterioration index mfd based on the fatigue data set;
[0011] The comprehensive fatigue analysis module is used to perform summary calculations based on the building material physical component performance index sii and the building material attenuation deterioration index mfd to obtain the comprehensive fatigue durability index fdc for building material durability performance evaluation;
[0012] The traceability management module is used to record and archive the production information, laboratory test reports, transportation status, and analysis results of the building materials data analysis platform for each batch, and trace the building materials with quality problems.
[0013] Preferably, the building materials data acquisition module includes a data collection unit and a data processing unit;
[0014] The data collection unit is used to collect the performance data of building materials based on the manufacturer's building materials performance file and automated testing equipment;
[0015] The automated testing equipment includes an ultrasonic sensor and an X-ray generator;
[0016] The data processing unit is used to build a building materials data analysis platform, establish a transmission channel with the manufacturer's building materials performance file through a dedicated API interface, establish a transmission channel with the automated testing equipment through a communication network, and transmit the real-time obtained performance data to the building materials data analysis platform for preprocessing to obtain a physical index data group of the building materials;
[0017] The preprocessing includes missing value processing, outlier detection, data alignment, denoising, and dimensionless processing;
[0018] The physical index data group includes crack length lc, building materials density md, building materials cross-sectional area mj, effective stress area length L, and building materials porosity kx.
[0019] Preferably, the building materials analysis module includes a building materials performance analysis unit and a comprehensive physical construction analysis unit;
[0020] The building materials performance analysis unit is used to perform crack propagation analysis, stress distribution analysis, and pore structure analysis based on the obtained physical index data group, and respectively summarize and calculate to obtain a micro-crack propagation index lwk, a local stress distribution index qxb, and a pore structure change index kxb. The specific calculation formulas are as follows;
[0021] The micro-crack propagation index lwk is obtained through the following formula;
[0022] ;
[0023] In the formula, represents the viscosity coefficient of ultrasonic waves, and cs represents the propagation speed of ultrasonic waves;
[0024] The local stress distribution index qxb is obtained through the following formula;
[0025] ;
[0026] In the formula, yl maxRepresents the maximum stress that the building material can withstand under standard conditions, L z Represents the total length of the building material, k1 represents the constant coefficient of the building material, and k2 represents the correction constant affected by the non-linear stress distribution of the building material;
[0027] The pore structure change index kxb is obtained through the following formula;
[0028] ;
[0029] In the formula, kx0 represents the initial porosity of the building material, θ represents the X-ray diffraction angle, qf represents the yield strength of the building material, and bc represents the X-ray wavelength.
[0030] Preferably, the comprehensive physical structure analysis unit includes a physical structure performance analysis unit and a physical structure performance evaluation unit;
[0031] The physical structure performance analysis unit is used to perform summary calculations based on the microcrack propagation index lwk, the local stress distribution index qxb, and the pore structure change index kxb to obtain the physical structure performance index sii of the building material;
[0032] The physical structure performance index sii of the building material is obtained through the following formula;
[0033] ;
[0034] In the formula, q1, q2, and q3 respectively represent the weight coefficients of the microcrack propagation index lwk, the local stress distribution index qxb, and the pore structure change index kxb, and 0 < q1 < 1, 0 < q2 < 1, 0 < q3 < 1, and their specific values are set by the user.
[0035] Preferably, the physical structure performance evaluation unit is used to preset the structural performance health threshold A according to the quality standards of the building material industry, and perform building material performance evaluation with the obtained physical structure performance index sii of the building material. The specific evaluation scheme is as follows;
[0036] When the physical structure performance index sii of the building material > the structural performance health threshold A, the building material performance is qualified, and at this time, building material fatigue aging analysis is performed;
[0037] When the physical structure performance index sii of the building material ≤ the structural performance health threshold A, the building material performance is unqualified, and at this time, a structural risk warning message is generated and transmitted to the relevant personnel's user terminal device through the communication network to notify for building material repair and replacement.
[0038] Preferably, the attenuation and deterioration analysis module includes a deterioration data acquisition unit and a deterioration analysis unit;
[0039] The deterioration data acquisition unit is used to perform building material fatigue aging analysis when the building material performance evaluation is qualified for building material performance;
[0040] The building material fatigue aging analysis is used to collect the deterioration data of the building material based on the sensor group installed at various positions of the building material and the manufacturer's building material performance file, and transmit the real-time obtained deterioration data to the building material data analysis platform for preprocessing through a communication network to obtain a fatigue data group;
[0041] The sensor group includes a fiber optic strain sensor, an accelerometer, an infrared sensor, a humidity sensor, and a ultrasonic sensor;
[0042] The preprocessing includes missing value processing, outlier detection, data alignment, denoising, dimensionless processing, temperature change rate analysis, and residual stress analysis;
[0043] The temperature change rate analysis is performed by analyzing the temperature T collected in real time by the infrared sensor to obtain the temperature change rate ∆T. Specifically: , where T(t1) and T(t2) respectively represent the temperature values at time t1 and t2, and t1 and t2 represent time variables;
[0044] The residual stress analysis calculates the residual stress yc of the building material through the sound velocity C emitted by the ultrasonic sensor. Specifically: , where C0 represents the ultrasonic propagation velocity of the material in the stress-free state, and α represents the material constant;
[0045] The fatigue data group includes stress amplitude yf, load frequency hp, building material humidity sd, building material hardness cy, temperature change rate ∆T, and residual stress yc.
[0046] Preferably, the deterioration analysis unit is used to perform summary calculations based on the obtained fatigue data group to obtain the building material attenuation deterioration index mfd;
[0047] The building material attenuation deterioration index mfd is obtained through the following formula;
[0048] ;
[0049] In the formula, yl max represents the maximum stress that the building material can withstand under standard conditions, ln represents the logarithmic function, hp ref represents the reference load frequency.
[0050] Preferably, the comprehensive fatigue analysis module includes a fatigue durability analysis unit and a durability performance evaluation unit;
[0051] The fatigue durability analysis unit is used to perform summary calculations based on the obtained physical component performance index sii of building materials and the building material attenuation deterioration index mfd to obtain the comprehensive fatigue durability index fdc;
[0052] The comprehensive fatigue durability index fdc is obtained through the following formula;
[0053] ;
[0054] In the formula, ln represents the logarithmic function.
[0055] Preferably, the durability performance evaluation unit is used to preset the fatigue damage attenuation threshold B according to the building material service life standard of the construction project design, and perform building material durability performance evaluation with the obtained comprehensive fatigue durability index fdc. The specific evaluation scheme is as follows;
[0056] When the comprehensive fatigue durability index fdc > the fatigue damage attenuation threshold B, the building material durability performance meets the standard, and normal monitoring is maintained;
[0057] When the comprehensive fatigue durability index fdc ≤ the fatigue damage attenuation threshold B, the building material durability performance does not meet the standard. At this time, a durability risk warning message is generated and transmitted to the relevant personnel's user terminal device through the communication network to notify the building material replacement.
[0058] Preferably, the traceability management module includes a batch management unit and a tracking and traceability unit;
[0059] The batch management unit is used to record the production information, laboratory test reports, and transportation status of each batch according to the building material performance file of the manufacturer, and systematically archive the analysis results of the building material data analysis platform. During the use of building materials, construction personnel will scan the QR code and barcode of the building materials, and the building material data analysis platform will automatically record the use location, construction time, and use status of the building materials;
[0060] The tracking and traceability unit is used, after a quality problem occurs, first, to locate the building materials with quality problems according to the use location of the building materials recorded by the building material data analysis platform, second, to trace back to the production, transportation, supplier, laboratory test reports, and transportation links of the building materials through the unique batch number assigned to each building material by the manufacturer during production, and finally, the building material data analysis platform generates quality traceability information and transmits it to the relevant personnel's user terminal device through the communication network.
[0061] The present invention provides a building material quality management control system for a smart construction site. It has the following beneficial effects:
[0062] (1)The building material data acquisition module of this system, through the data acquisition unit and the data processing unit, accurately acquires the performance data of building materials based on the manufacturer's building material performance files and automated detection equipment such as ultrasonic sensors and X-ray generators. After preprocessing through the building material data analysis platform, these data are transformed into a physical index data group after processes such as missing value processing, outlier detection, data alignment, denoising, and dimensionless processing, providing a comprehensive performance basis and the necessary parameter support for subsequent building material performance evaluation and analysis, thus laying the data foundation for the entire system.
[0063] (2)The building material analysis module of this system conducts crack propagation analysis, stress distribution analysis, and pore structure analysis based on the physical index data group, and obtains the micro-crack propagation index lwk, the local stress distribution index qxb, and the pore structure change index kxb to evaluate the performance of building materials. These indexes are summarized to form the building material physical component performance index sii, which is compared with the structural performance health threshold A to determine whether the performance of the building materials is healthy. If the building material physical component performance index sii exceeds the structural performance health threshold A, the building material performance is qualified; if the building material physical component performance index sii is less than or equal to the structural performance health threshold A, a structural risk warning message is generated. The attenuation and deterioration analysis module is used to perform building material fatigue aging analysis when the building material performance evaluation shows that the building material performance is qualified. It collects the deterioration data of the building materials through the sensor group installed at various positions of the building materials and the manufacturer's building material performance files, and transmits the real-time obtained deterioration data to the building material data analysis platform for preprocessing to obtain a fatigue data group. Further deterioration analysis is carried out based on the fatigue data group to obtain the building material attenuation and deterioration index mfd, which is used to evaluate the aging situation of the building materials. The calculation of the attenuation and deterioration index takes into account the influence of the load frequency and obtains the final result through a logarithmic function.
[0064] (3)The comprehensive fatigue analysis module of this system summarizes and calculates the building material physical component performance index sii and the building material attenuation and deterioration index mfd to obtain the comprehensive fatigue durability index fdc. Through a logarithmic function combined with the non-linear relationship between physical properties and attenuation, the durability performance of building materials is further evaluated. When the comprehensive fatigue durability index fdc exceeds the fatigue damage attenuation threshold B, the building materials meet the durability standard; if the comprehensive fatigue durability index fdc is less than or equal to the fatigue damage attenuation threshold B, the system generates a durability risk warning message and notifies relevant personnel to replace or repair the building materials. The traceability management module records the production information, laboratory test reports, and transportation status of each batch, and real-time tracks the location of building materials through two-dimensional codes or barcodes. The system can quickly locate the production, transportation, use, etc. links of the problematic building materials when quality problems occur, ensuring that quality problems can be traced back to the source, thus effectively reducing the safety risks caused by quality problems. Description of the Drawings
[0065] Figure 1 Schematic diagram of the process of a building material quality management control system for smart construction sites according to the present invention;
[0066] Figure 2 Operating principle diagram of a building material quality management control system for smart construction sites according to the present invention;
[0067] Figure 3 Data processing and analysis flowchart of the building material data analysis platform according to the present invention;
[0068] Figure 4 Schematic diagram for evaluating the durability performance of building materials according to the present invention. Specific implementation mode
[0069] Next, the technical solutions in the embodiments of the present invention will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.
[0070] Embodiment 1
[0071] Please refer to Figure 1 , the present invention provides a building material quality management control system for smart construction sites. To achieve the above objectives, the present invention is realized through the following technical solutions: including a building material data acquisition module, a building material analysis module, an attenuation and deterioration analysis module, a comprehensive fatigue analysis module, and a traceability management module;
[0072] The building material data acquisition module is used to collect the performance data of building materials based on the manufacturer's building material performance files and automated detection equipment, and construct a building material data analysis platform to perform missing value processing, outlier detection, data alignment, denoising, and dimensionless processing on the performance data to obtain a physical index data set;
[0073] The building material analysis module is used to perform crack propagation analysis, stress distribution analysis, and pore structure analysis based on the physical index data set, and perform fitting based on the analysis results to obtain the building material physical component performance index sii for building material performance evaluation;
[0074] When the building material performance evaluation is that the building material performance is qualified, the attenuation and deterioration analysis module is used to collect the deterioration data of the building material through the sensor group and the manufacturer's building material performance files, and perform missing value processing, outlier detection, data alignment, denoising, dimensionless processing, temperature change rate analysis, and residual stress analysis through the building material data analysis platform to obtain a fatigue data set, and then calculate the building material attenuation and deterioration index mfd based on the fatigue data set;
[0075] The comprehensive fatigue analysis module is used to perform summary calculations based on the physical component performance index sii of building materials and the building material attenuation and deterioration index mfd to obtain the comprehensive fatigue durability index fdc for evaluating the durability performance of building materials;
[0076] The traceability management module is used to record and archive the production information, laboratory test reports, transportation status, and analysis results of the building material data analysis platform for each batch, and trace the building materials with quality problems.
[0077] In this embodiment, the building material data acquisition module combines the building material performance files of the manufacturer with automated detection equipment to collect the performance data of building materials in real time, and preprocesses these data through the data analysis platform to obtain a physical index data group, ensuring the accuracy and integrity of the physical index data. This provides a reliable basis for subsequent building material performance evaluation. Compared with traditional manual detection or the detection method of a single device, the system can collect comprehensive physical data more efficiently and accurately, reduce human errors, and provide real-time dynamic support for subsequent analysis.
[0078] The building material analysis module further calculates the physical component performance index sii of building materials by analyzing crack propagation, stress distribution, and pore structure of the physical index data group, providing a scientific quality evaluation standard for engineering construction. This module is closely combined with the attenuation and deterioration analysis module. When the building material performance is qualified, the attenuation and deterioration analysis module collects the deterioration data of the building materials through the sensor group, preprocesses it to obtain a fatigue data group, and calculates the building material attenuation and deterioration index mfd based on the fatigue data group to further evaluate the deterioration of building materials during long-term use. Compared with traditional static quality detection methods, the system can dynamically monitor the performance of building materials under different environmental conditions, discover potential structural risks in advance, and greatly improve the ability to predict the service life and early warning of building materials. The comprehensive fatigue analysis module calculates the comprehensive fatigue durability index fdc by combining the physical construction performance index sii and the attenuation and deterioration index mfd of building materials, providing a more accurate evaluation of the long-term durability of building materials. On this basis, the traceability management module can quickly trace back to the source when quality problems occur by recording and archiving the production, test reports, and transportation status of each building material. Compared with traditional means, through the real-time update and traceability management of data, the system not only effectively improves the transparency of quality control, but also makes the building material quality management more refined and automated, thus greatly reducing the potential safety hazards during construction and improving the efficiency and accuracy of engineering quality control.
[0079] Embodiment 2
[0080] This embodiment is an explanatory description based on Embodiment 1, please refer to Figure 1 , specifically: The building material data acquisition module includes a data acquisition unit and a data processing unit;
[0081] The data acquisition unit is used to collect the performance data of building materials based on the manufacturer's building material performance archives and automated detection equipment;
[0082] The automated detection equipment includes an ultrasonic sensor and an X-ray generator;
[0083] The ultrasonic sensor is used to obtain the crack length lc of the building material;
[0084] The X-ray generator is used to obtain the porosity kx of the building material;
[0085] The building material density md, the building material cross-sectional area mj, and the effective stress area length L are directly obtained from the manufacturer's building material performance archives;
[0086] The data processing unit is used to construct a building material data analysis platform, establish a transmission channel with the manufacturer's building material performance archives through a dedicated API interface, and then establish a transmission channel with the automated detection equipment through a communication network, and transmit the real-time obtained performance data to the building material data analysis platform for preprocessing to obtain the physical index data group of the building material;
[0087] The preprocessing includes missing value processing, outlier detection, data alignment, denoising, and dimensionless processing;
[0088] The physical index data group includes the crack length lc, the building material density md, the building material cross-sectional area mj, the effective stress area length L, and the building material porosity kx.
[0089] In this embodiment, the building material data acquisition module realizes efficient and accurate acquisition and processing of building material performance data. The data acquisition unit combines the manufacturer's building material performance archives and advanced automated detection equipment to be able to obtain key performance data in real time. Compared with the traditional manual detection method, the automated equipment greatly improves the accuracy and efficiency of data acquisition, reduces human error and workload. In addition, the data processing unit establishes a transmission channel with the manufacturer's archives through a dedicated API interface, ensuring real-time data transmission and seamless docking, making the entire performance data acquisition, transmission, and analysis process smoother and more efficient. Through the preprocessing of the collected data, the system further improves the reliability of the data, provides an accurate basis for subsequent building material performance evaluation and monitoring, and greatly optimizes the accuracy and real-time performance of building material quality management. The implementation of this module ensures the comprehensive monitoring of building material performance and provides solid data support for subsequent fatigue analysis and structural evaluation.
[0090] Embodiment 3
[0091] This embodiment is an explanatory description based on Embodiment 2. Please refer to Figure 1 , specifically: The building material analysis module includes a building material performance analysis unit and a comprehensive physical construction analysis unit;
[0092] The building material performance analysis unit is used to perform crack propagation analysis, stress distribution analysis, and pore structure analysis based on the obtained physical index data set, and respectively summarize and calculate to obtain the micro-crack propagation index lwk, the local stress distribution index qxb, and the pore structure change index kxb. The specific calculation formulas are as follows;
[0093] The micro-crack propagation index lwk is obtained through the following formula;
[0094] ;
[0095] In the formula, represents the viscosity coefficient of ultrasonic waves, and cs represents the propagation speed of ultrasonic waves;
[0096] The local stress distribution index qxb is obtained through the following formula;
[0097] ;
[0098] In the formula, yl max represents the maximum stress that the building material can withstand under standard conditions, which is obtained from the test report of the manufacturer's building material laboratory. L z represents the total length of the building material, k1 represents the constant coefficient of the building material, which is used to adjust the non-linear behavior of the building material during the stress process, and k2 represents the correction constant affected by the non-linear stress distribution of the building material;
[0099] The pore structure change index kxb is obtained through the following formula;
[0100] ;
[0101] In the formula, kx0 represents the initial porosity of the building material, θ represents the X-ray diffraction angle, qf represents the yield strength of the building material, which is obtained from the test report of the manufacturer's building material laboratory, and bc represents the X-ray wavelength.
[0102] The comprehensive physical construction analysis unit includes a physical construction performance analysis unit and a physical construction performance evaluation unit;
[0103] The physical construction performance analysis unit is used to perform summary calculations based on the micro-crack propagation index lwk, the local stress distribution index qxb, and the pore structure change index kxb to obtain the building material physical component performance index sii;
[0104] The building material physical component performance index sii is obtained through the following formula;
[0105] ;
[0106] Wherein, q1, q2, and q3 respectively represent the weight coefficients of the microcrack propagation index lwk, the local stress distribution index qxb, and the pore structure change index kxb, and 0 < q1 < 1, 0 < q2 < 1, 0 < q3 < 1. Their specific values are set by the user.
[0107] The physical construction performance evaluation unit is used to preset the structural performance health threshold A according to the quality standards of the building materials industry, and conduct building materials performance evaluation with the obtained building materials physical component performance index sii. The specific evaluation scheme is as follows;
[0108] When the building materials physical component performance index sii > the structural performance health threshold A, the building materials performance is qualified, and at this time, building materials fatigue aging analysis is performed;
[0109] When the building materials physical component performance index sii ≤ the structural performance health threshold A, the building materials performance is unqualified. At this time, structural risk warning information is generated and transmitted to the relevant personnel's user terminal device through the communication network to notify for building materials repair and replacement.
[0110] In this embodiment, the building materials analysis module performs summary calculations through the obtained physical index data group, respectively obtains the calculations of the microcrack propagation index lwk, the local stress distribution index qxb, and the pore structure change index kxb, providing multi-dimensional performance evaluation for the building materials. These indexes can deeply analyze the performance of building materials under different stress and environmental conditions. In particular, the comprehensive consideration of microcrack propagation, local stress, and pore structure change can identify potential quality problems at an early stage, providing a basis for subsequent maintenance decisions. At the same time, through the comprehensive physical construction analysis unit, these indexes are weighted and summarized to obtain the building materials physical component performance index sii. This index provides a quantitative standard for the overall health status of the building materials. When the building materials physical component performance index sii exceeds the preset structural performance health threshold A, it indicates that the building materials performance is qualified; if the building materials physical component performance index sii is lower than or equal to the preset structural performance health threshold A, it indicates that the building materials performance fails to meet the standard, then a risk warning is triggered and necessary repair measures are taken. This evaluation process not only improves the real-time monitoring ability of building materials performance, but also optimizes quality warning and repair decisions, ensuring the safety and durability of building materials during use, thus significantly reducing the potential risks caused by material quality problems during the building process.
[0111] Embodiment 4
[0112] This embodiment is an explanatory description based on Embodiment 3. Please refer to Figure 1 , specifically: The attenuation degradation analysis module includes a degradation data acquisition unit and a degradation analysis unit;
[0113] The degradation data acquisition unit is used to perform building materials fatigue aging analysis when the building materials performance evaluation shows that the building materials performance is qualified;
[0114] The building material fatigue aging analysis is used to collect the deterioration data of building materials based on the sensor group installed at various positions of the building materials and the manufacturer's building material performance file, and transmit the real-time obtained deterioration data to the building material data analysis platform through a communication network for preprocessing to obtain a fatigue data set;
[0115] The sensor group includes a fiber optic strain sensor, an accelerometer, an infrared sensor, a humidity sensor, and a ultrasonic sensor;
[0116] The fiber optic strain sensor is used to collect the stress amplitude yf;
[0117] The accelerometer is used to collect the load frequency hp;
[0118] The humidity sensor is used to collect the building material humidity sd;
[0119] The building material hardness cy is directly extracted from the manufacturer's building material performance file;
[0120] The preprocessing includes missing value processing, outlier detection, data alignment, denoising, dimensionless processing, temperature change rate analysis, and residual stress analysis;
[0121] The temperature change rate analysis is performed by analyzing the temperature T collected in real time by the infrared sensor to obtain the temperature change rate ∆T, specifically: , where T(t1) and T(t2) respectively represent the temperature values at time t1 and t2, and t1 and t2 represent time variables;
[0122] The residual stress analysis is to calculate the residual stress yc of the building material through the sound velocity C emitted by the ultrasonic sensor, which represents the internal stress that cannot be completely eliminated after the building material has experienced external loads, specifically: , where C0 represents the ultrasonic propagation velocity of the material in the stress-free state, and α represents the material constant, which is obtained through the manufacturer's building material laboratory test report and reflects the sensitivity of the change in the sound wave propagation velocity of the material when stressed;
[0123] The fatigue data set includes the stress amplitude yf, the load frequency hp, the building material humidity sd, the building material hardness cy, the temperature change rate ∆T, and the residual stress yc.
[0124] The deterioration analysis unit is used to perform summary calculations based on the obtained fatigue data set to obtain the building material attenuation deterioration index mfd;
[0125] The building material attenuation deterioration index mfd is obtained through the following formula;
[0126] ;
[0127] In the formula, ylmax represents the maximum stress that building materials can withstand under standard conditions, ln represents the logarithmic function, hp ref represents the reference load frequency, which is used to measure the influence of load frequency on fatigue.
[0128] In this embodiment, the attenuation and deterioration analysis module collects the deterioration data of building materials by combining multiple sensor groups and the manufacturer's building material performance files, realizing precise monitoring and analysis of the fatigue aging of building materials. The deterioration data is transmitted to the building material data analysis platform through a communication network and undergoes a series of complex preprocessing, such as missing value processing, data alignment, temperature change rate analysis, and residual stress analysis. The introduction of temperature change rate analysis and residual stress analysis further improves the comprehensiveness and accuracy of the analysis, can reveal the subtle changes in building materials during actual use, helps identify potential fatigue and deterioration problems, and ensures the accuracy and reliability of the data. Through the aggregation and calculation of these data, the system can obtain the building material attenuation and deterioration index mfd, thereby accurately evaluating the fatigue degradation degree of building materials during long-term use. Compared with traditional static detection methods, this module not only provides real-time and dynamic monitoring capabilities but also can conduct detailed analysis of the influence of different environmental factors on building materials, improving the accuracy of building material life prediction and the refinement level of risk assessment, providing strong data support for preventive maintenance and structural optimization in engineering projects.
[0129] Embodiment 5
[0130] This embodiment is an explanatory description based on Embodiment 4. Please refer to Figure 1 , specifically: The comprehensive fatigue analysis module includes a fatigue durability analysis unit and a durability performance evaluation unit;
[0131] The fatigue durability analysis unit is used to perform aggregation calculations based on the obtained physical component performance index sii of building materials and the building material attenuation and deterioration index mfd to obtain the comprehensive fatigue durability index fdc;
[0132] The comprehensive fatigue durability index fdc is obtained through the following formula;
[0133] ;
[0134] In the formula, ln represents the logarithmic function, represents the complex interaction between the physical properties and attenuation of building materials under the influence of the external environment, reflects the non-linear relationship between the physical component performance index sii of building materials and the building material attenuation and deterioration index mfd, and performs a smoothing adjustment on the comprehensive performance index of building materials.
[0135] The durability performance evaluation unit is used to preset a fatigue damage attenuation threshold B according to the service life standard of building materials in the architectural engineering design, and evaluate the durability performance of building materials by comparing it with the obtained comprehensive fatigue durability index fdc. The specific evaluation scheme is as follows;
[0136] When the comprehensive fatigue durability index fdc > the fatigue damage attenuation threshold B, the durability performance of the building materials meets the standard, and normal monitoring is maintained;
[0137] When the comprehensive fatigue durability index fdc ≤ the fatigue damage attenuation threshold B, the durability performance of the building materials does not meet the standard. At this time, a durability risk warning message is generated and transmitted to the relevant personnel's user terminal device through the communication network to notify the replacement of the building materials.
[0138] In this embodiment, through the collaborative work of the comprehensive fatigue analysis module, the fatigue durability analysis unit, and the durability performance evaluation unit, a comprehensive evaluation of the long-term durability of building materials is provided. The fatigue durability analysis unit summarizes and calculates the comprehensive fatigue durability index fdc based on the physical component performance index sii of the building materials and the building material attenuation deterioration index mfd, reflecting the complex interaction between the physical properties and attenuation of the building materials under the influence of the external environment, and smooths and adjusts the comprehensive performance index of the building materials through a logarithmic function. Compared with the traditional single fatigue evaluation method, the comprehensive fatigue durability index can comprehensively consider different environmental factors and attenuation effects of building materials during long-term use, providing a more comprehensive and accurate performance prediction. In addition, the durability performance evaluation unit presets the fatigue damage attenuation threshold B according to the service life standard of the designed building materials in the construction project, and evaluates it with the comprehensive fatigue durability index fdc. In this way, when the durability performance of the building materials does not meet the standard, the system can generate a durability risk warning message in advance and notify the relevant personnel to replace the building materials in time, avoiding potential safety hazards caused by the fatigue aging of the building materials. This module greatly improves the safety and reliability of building materials during long-term use and ensures the sustainability of the project quality.
[0139] Embodiment 6
[0140] This embodiment is an explanatory description based on Embodiment 1. Please refer to Figure 1 , specifically: The traceability management module includes a batch management unit and a tracking and tracing unit;
[0141] The batch management unit is used to record the production information, laboratory test reports, and transportation status of each batch according to the manufacturer's building material performance files, and systematically archive the analysis results of the building material data analysis platform. During the use of building materials, construction personnel will scan the QR code and barcode of the building materials, and the building material data analysis platform will automatically record the use location, construction time, and use status of the building materials;
[0142] The tracking and tracing unit is used to, after a quality problem occurs, first, locate the building materials with quality problems based on the building material usage locations recorded by the building material data analysis platform; second, trace back to the production, transportation, suppliers, laboratory test reports, and transportation links of the building materials through the unique batch numbers assigned to each building material by the manufacturer during production; finally, the building material data analysis platform generates quality traceability information and transmits it to the relevant personnel's user terminal devices through the communication network.
[0143] In this embodiment, the traceability management module realizes the precise tracking and management of the entire life cycle of building materials through the collaborative work of the batch management unit and the tracking and tracing unit, significantly improving the efficiency of quality control and problem solving. The batch management unit records the production information, laboratory test reports, and transportation status of each batch, and automatically records the usage location, construction time, and status of the building materials by scanning QR codes or barcodes. This process enables the real-time tracking of the transfer information of building materials, ensuring the traceability of each batch of building materials from production to use. Especially when a quality problem occurs, the tracking and tracing unit can quickly locate the problematic building materials based on the records of the building material data analysis platform and trace back to its production, transportation, suppliers, and other links according to the unique batch number. Compared with traditional quality control methods, the system not only improves the transparency and accuracy of information but also shortens the time for problem response and solution, greatly enhancing the real-time and refined level of quality management. This efficient traceability function ensures that quality problems can be quickly located and solved, thereby reducing potential risks and guaranteeing the overall quality and safety of the project.
[0144] Although the embodiments of the present invention have been shown and described, it will be understood by those of ordinary skill in the art that various changes, modifications, substitutions, and variations can be made to these embodiments without departing from the principles and spirit of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.
Claims
1. A building material quality management control system for intelligent construction sites, characterized in that: It includes a building material data acquisition module, a building material analysis module, a decay and deterioration analysis module, a comprehensive fatigue analysis module, and a traceability management module; The building material data acquisition module is used to collect the performance data of building materials based on the manufacturer's building material performance archives and automated detection equipment, and construct a building material data analysis platform to perform missing value processing, outlier detection, data alignment, denoising, and dimensionless processing on the performance data, and obtain a physical index data set; The physical index data set includes crack length lc, building material density md, building material cross-sectional area mj, effective stress area length L, and building material porosity kx; The building material analysis module includes a building material performance analysis unit and a comprehensive physical construction analysis unit; The building material analysis module is used to perform crack propagation analysis, stress distribution analysis, and pore structure analysis based on the physical index data set, respectively summarize and calculate to obtain the micro-crack propagation index lwk, local stress distribution index qxb, and pore structure change index kxb, and perform fitting based on the analysis results to obtain the building material physical component performance index sii for building material performance evaluation; ; ; ; Wherein, represents the viscosity coefficient of ultrasonic waves, cs represents the propagation speed of ultrasonic waves, yl max represents the maximum stress that building materials can withstand under standard conditions, L z represents the total length of building materials, k1 represents the constant coefficient of building materials, k2 represents the correction constant affected by the non-linear stress distribution of building materials, kx0 represents the initial porosity of building materials, θ represents the X-ray diffraction angle, qf represents the yield strength of building materials, bc represents the X-ray wavelength; When the building material performance evaluation is that the building material performance is qualified, the decay and deterioration analysis module is used to collect the deterioration data of the building material through the sensor group and the manufacturer's building material performance archives, and perform missing value processing, outlier detection, data alignment, denoising, dimensionless processing, temperature change rate analysis, and residual stress analysis through the building material data analysis platform to obtain a fatigue data set, and then calculate the building material decay and deterioration index mfd based on the fatigue data set; The fatigue data set includes stress amplitude yf, load frequency hp, building material humidity sd, building material hardness cy, temperature change rate ∆T, and residual stress yc; ; Where, yl max represents the maximum stress that the building material can withstand under standard conditions, ln represents the logarithmic function, hp ref represents the reference load frequency; The comprehensive fatigue analysis module is used to perform summary calculations based on the building material physical component performance index sii and the building material decay and deterioration index mfd to obtain the comprehensive fatigue durability index fdc for building material durability performance evaluation; The traceability management module is used to record and archive the production information, laboratory test reports, transportation status, and analysis results of the building material data analysis platform for each batch, and trace the building materials with quality problems.
2. The building material quality management control system for intelligent construction sites according to claim 1, characterized in that: The building material data acquisition module includes a data acquisition unit and a data processing unit; The data acquisition unit is used to collect the performance data of building materials based on the manufacturer's building material performance archives and automated detection equipment; The automated detection equipment includes an ultrasonic sensor and an X-ray generator; The data processing unit is used to construct a building material data analysis platform, establish a transmission channel with the manufacturer's building material performance archives through a dedicated API interface, and then establish a transmission channel with the automated detection equipment through a communication network, and transmit the real-time obtained performance data to the building material data analysis platform for preprocessing to obtain the physical index data set of the building materials; The preprocessing includes missing value processing, outlier detection, data alignment, denoising, and dimensionless processing.
3. The building material quality management control system for intelligent construction sites according to claim 1, characterized in that: The comprehensive physical construction analysis unit includes a physical construction performance analysis unit and a physical construction performance evaluation unit; The physical construction performance analysis unit is used to perform summary calculations based on the microcrack propagation index lwk, the local stress distribution index qxb, and the pore structure change index kxb to obtain the building material physical component performance index sii; The building material physical component performance index sii is obtained through the following formula; ; In the formula, q1, q2, and q3 respectively represent the weight coefficients of the microcrack propagation index lwk, the local stress distribution index qxb, and the pore structure change index kxb, and 0 < q1 < 1, 0 < q2 < 1, 0 < q3 < 1. Their specific values are set by the user.
4. The building material quality management control system for a smart construction site according to claim 3, wherein: The physical construction performance evaluation unit is used to preset the structural performance health threshold A according to the quality standards of the building materials industry, and perform building material performance evaluation with the obtained building material physical component performance index sii. The specific evaluation scheme is as follows; When the building material physical component performance index sii > the structural performance health threshold A, the building material performance is qualified, and at this time, building material fatigue aging analysis is performed; When the building material physical component performance index sii ≤ the structural performance health threshold A, the building material performance is unqualified. At this time, a structural risk warning message is generated and transmitted to the relevant personnel's user terminal device through the communication network to notify the building material repair and replacement.
5. The building material quality management control system for smart construction sites according to claim 4, characterized in that: The attenuation and deterioration analysis module includes a deterioration data acquisition unit and a deterioration analysis unit; The deterioration data acquisition unit is used to perform building material fatigue aging analysis when the building material performance evaluation is qualified for building material performance; The building material fatigue aging analysis is used to collect the deterioration data of the building materials based on the sensor group installed at various positions of the building materials and the manufacturer's building material performance file, and transmit the real-time obtained deterioration data to the building material data analysis platform through the communication network for preprocessing to obtain a fatigue data group; The sensor group includes a fiber optic strain sensor, an accelerometer, an infrared sensor, a humidity sensor, and an ultrasonic sensor; The preprocessing includes missing value processing, outlier detection, data alignment, denoising, dimensionless processing, temperature change rate analysis, and residual stress analysis; The temperature change rate analysis obtains the temperature change rate ∆T through the analysis of the temperature T collected in real time by the infrared sensor. Specifically: , where T(t1) and T(t2) respectively represent the temperature values at time t1 and time t2, and t1 and t2 represent time variables; The residual stress analysis obtains the residual stress yc of building materials by calculating the sound velocity C emitted by an ultrasonic sensor, specifically as follows: , where C0 represents the ultrasonic propagation velocity of the material in a stress-free state, and α represents the material constant.
6. The building material quality management control system for a smart construction site according to claim 5, characterized in that: The comprehensive fatigue analysis module includes a fatigue durability analysis unit and a durability performance evaluation unit; The fatigue durability analysis unit is used to perform summary calculations based on the obtained building material physical component performance index sii and the building material attenuation and deterioration index mfd to obtain the comprehensive fatigue durability index fdc; The comprehensive fatigue durability index fdc is obtained through the following formula; ; In the formula, ln represents the logarithmic function.
7. The building material quality management control system for intelligent construction sites according to claim 6, characterized in that: The durability performance evaluation unit is used to preset the fatigue damage attenuation threshold B according to the building material service life standard of the construction engineering design, and perform building material durability performance evaluation with the obtained comprehensive fatigue durability index fdc. The specific evaluation scheme is as follows; When the comprehensive fatigue durability index fdc > the fatigue damage attenuation threshold B, the building material durability performance meets the standard, and normal monitoring is maintained; When the comprehensive fatigue durability index fdc ≤ the fatigue damage attenuation threshold B, the building material durability performance does not meet the standard. At this time, a durability risk warning message is generated and transmitted to the relevant personnel's user terminal device through the communication network to notify the building material replacement.
8. The building material quality management control system for a smart construction site according to claim 1, characterized in that: The traceability management module includes a batch management unit and a tracking and traceability unit; The batch management unit is used to record the production information, laboratory test reports, and transportation status of each batch according to the manufacturer's building material performance file, and to systematically archive the analysis results of the building material data analysis platform. During the use of building materials, construction workers will scan the QR code and barcode of the building materials, and the building material data analysis platform will automatically record the usage location, construction time, and usage status of the building materials; The tracking and tracing unit is used, after a quality problem occurs, first, to locate the building materials with quality problems based on the usage location of the building materials recorded by the building material data analysis platform, second, to trace back to the production, transportation, suppliers, laboratory test reports, and transportation links of the building materials through the unique batch number assigned to each building material by the manufacturer during production, and finally, the building material data analysis platform generates quality traceability information and transmits it to the relevant personnel's user terminal devices through the communication network.
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