Methods and Systems for Energy-Saving Wall Finishes and Construction Quality Management of Buildings

Abstract

This invention relates to a method and system for managing the construction quality of energy-saving wall finishes. The method includes: before the construction of the energy-saving finish, inspecting the building wall substrate to obtain inspection data reflecting the physical state of the substrate; mapping the substrate to a corresponding primary construction state based on the inspection data; mapping the primary construction state to a corresponding secondary construction state based on construction stage information; determining a corresponding construction quality control strategy based on the secondary construction state; after completing the substrate treatment, inspecting the substrate again and re-mapping the primary and secondary construction states based on the new inspection data to update the construction quality state; implementing the energy-saving finish construction when the secondary construction state meets the quality requirements of the energy-saving finish construction, and correcting the mapping relationship based on the formation quality of the energy-saving finish after construction. This technical solution can improve the controllability and stability of construction quality.

Description

Technical Field

[0001] This invention relates to the field of wall energy-saving technology, and in particular to a method and system for energy-saving wall finishes and construction quality management. Background Technology

[0002] With the continuous improvement of building energy efficiency standards, energy-saving wall finishes, as an important technical means to enhance the thermal insulation and durability of building envelopes, are widely used in new construction and renovation projects. The construction quality of energy-saving finishes directly affects their thermal insulation effect, structural safety, and long-term performance.

[0003] In the construction of existing building wall energy-saving finishes, necessary inspections are usually carried out on the wall base before construction, such as flatness, strength or moisture content testing, and it is judged whether the construction conditions are met based on experience or specification requirements.

[0004] However, existing technologies for assessing the quality of the base layer mostly rely on single test results or static indicators, lacking a systematic and phased way of expressing the quality status of the base layer, making it difficult to fully reflect the controllability of the quality of the base layer at different construction stages.

[0005] Therefore, there is an urgent need for a method that can dynamically manage and control the construction quality of energy-saving wall finishes in order to improve the controllability and stability of construction quality. Summary of the Invention

[0006] Based on this, embodiments of the present invention provide a method and system for energy-saving wall cladding and construction quality management, which can improve the controllability and stability of construction quality.

[0007] In a first aspect, embodiments of the present invention provide a method for energy-saving wall cladding and construction quality management, comprising: before the construction of the energy-saving cladding, inspecting the building wall substrate to obtain at least one inspection data reflecting the physical state of the substrate; based on the inspection data, mapping the construction substrate to a corresponding primary construction state, wherein the primary construction state characterizes the basic construction quality state of the construction substrate in a single physical dimension; based on construction stage information, mapping the primary construction state to generate a corresponding secondary construction state, wherein the secondary construction state comprehensively characterizes the controllable level of construction quality of the construction substrate in the current construction stage; based on the secondary construction state, determining a corresponding construction quality control strategy, and performing corresponding substrate treatment operations on the construction substrate when the construction quality control strategy includes a substrate treatment strategy; after completing the substrate treatment operations, inspecting the construction substrate again, and re-executing the mapping between the primary construction state and the secondary construction state based on the new inspection data to update the construction quality state; implementing energy-saving cladding construction when the secondary construction state meets the quality requirements of energy-saving cladding construction, and correcting the mapping relationship between the primary construction state and the secondary construction state based on the formation quality of the energy-saving cladding after construction is completed.

[0008] In one embodiment, mapping the construction base layer to a corresponding primary construction state based on the detection data includes: physically splitting the detection data obtained from the construction base layer to form subsets of detection data corresponding to different construction quality concern dimensions, wherein different subsets of detection data correspond to the quality performance of the construction base layer under a single physical dimension; constructing a corresponding physical state description structure for each subset of detection data, jointly describing the numerical distribution characteristics, trend characteristics, and matching characteristics with construction process requirements in the subset of detection data, and generating a physical state description result; determining the quality stability of the construction base layer under each physical dimension based on the physical state description result, and mapping the quality stability to a corresponding basic construction quality state; and outputting the basic construction quality state as a primary construction state.

[0009] In one embodiment, constructing a corresponding physical state description structure for each subset of detection data includes: for each subset of detection data, determining a distribution characteristic index reflecting the concentration of physical parameters, a trend characteristic index reflecting the change of physical parameters over time, and a matching characteristic index reflecting the deviation between physical parameters and corresponding construction process requirements; generating a physical state description result based on the distribution characteristic index, the trend characteristic index, and the matching characteristic index to comprehensively characterize the consistency and stability of the construction base layer under the corresponding physical dimension; determining the quality stability range of the construction base layer under the corresponding physical dimension based on the physical state description result, and using the quality stability range as the basis for judging the basic state of construction quality.

[0010] In one embodiment, mapping the primary construction state based on construction stage information to generate a corresponding secondary construction state includes: obtaining construction stage information corresponding to the current construction process, and determining the construction quality control requirements and allowable deviation range corresponding to the current construction stage; mapping each primary construction state to a corresponding stage-adapted state according to the construction quality control requirements and the allowable deviation range; determining the quality control requirements of each primary construction state under the current construction stage according to the stage-adapted state, and generating a corresponding secondary construction state according to the quality control requirements.

[0011] In one embodiment, mapping each first-level construction state to a corresponding stage-adaptation state according to the construction quality control requirements and the allowable deviation range includes: determining the construction quality constraint factors corresponding to the current construction stage based on the construction procedure characteristics and construction condition requirements of the current construction stage; determining the stage adaptation evaluation results of each first-level construction state under the current construction stage based on the construction quality constraint factors; determining the limiting factors that constrain the controllability of construction quality under the current construction stage based on the stage adaptation evaluation results, and using the limiting factors as the basis for determining the construction quality control requirements.

[0012] In one embodiment, determining the corresponding construction quality control strategy based on the secondary construction state includes: determining the corresponding construction risk level based on the state parameters characterizing the flatness, strength, and moisture content of the base layer in the secondary construction state; comparing the construction risk level with the allowable deviation parameters corresponding to the current construction stage to generate construction quality control requirement parameters; selecting a target construction quality control strategy corresponding to the construction quality control requirement parameters from a preset set of construction quality control strategies based on the construction quality control requirement parameters; when a base layer treatment strategy is selected from the target construction quality control strategy, determining the necessity level of base layer treatment based on the deviation between the actual values ​​of each state parameter in the secondary construction state and the corresponding standard reference values; determining the base layer treatment type, the execution order of each base layer treatment procedure, and the corresponding treatment intensity parameters based on the necessity level and a preset base layer treatment level comparison table; and performing the corresponding base layer treatment operation on the construction base layer according to the execution order and based on the treatment intensity parameters.

[0013] In one embodiment, after completing the base treatment operation, the construction base is inspected again, and the construction quality status is updated based on the new inspection data. This includes: re-inspecting the physical indicators in the construction base that are the same as those before construction to obtain updated inspection data, wherein the physical indicators include at least flatness, base strength, and moisture content; calculating the difference between the updated inspection data and the corresponding inspection data before base treatment to obtain the state change amount of each physical indicator; comparing the state change amount with a preset allowable change threshold, and when the state change amount exceeds the corresponding allowable change threshold, replacing the state change amount with the allowable change threshold; redetermining the corresponding primary construction status based on the replaced state change amount; and redetermining the corresponding secondary construction status according to the correspondence between the primary construction status and the preset construction quality status classification threshold to generate an updated secondary construction status.

[0014] In one embodiment, the step of correcting the mapping relationship between the primary construction state and the secondary construction state based on the formation quality of the energy-saving finish includes: after the energy-saving finish construction is completed, detecting the formation quality of the energy-saving finish and determining the formation quality evaluation result of the energy-saving finish; determining the consistency between the formation quality evaluation result and the corresponding secondary construction state before construction based on the formation quality evaluation result; when the consistency does not meet the preset consistency requirements, determining that there is a deviation in the mapping relationship between the primary construction state and the secondary construction state; and correcting the mapping relationship between the primary construction state and the secondary construction state based on the deviation.

[0015] In one embodiment, correcting the mapping relationship between the primary construction state and the secondary construction state based on the deviation includes: determining key quality performance characteristics affecting the formation quality of the energy-saving finish based on the formation quality evaluation results; associating the key quality performance characteristics with the corresponding physical state description results and stage adaptation evaluation results used to generate the primary and secondary construction states before construction; determining the mapping parameters that contribute significantly to the formation quality prediction deviation in the mapping relationship based on the association results; and adjusting the mapping parameters to generate the corrected mapping relationship between the primary and secondary construction states.

[0016] Secondly, embodiments of the present invention provide a building wall energy-saving finish and construction quality management system, comprising: an acquisition unit, configured to inspect the building wall substrate before energy-saving finish construction and acquire at least one inspection data reflecting the physical state of the substrate; a mapping unit, configured to map the construction substrate to a corresponding primary construction state based on the inspection data, the primary construction state being used to characterize the basic construction quality state of the construction substrate in a single physical dimension; and, based on construction stage information, mapping the primary construction state to generate a corresponding secondary construction state, the secondary construction state being used to comprehensively characterize the controllable level of construction quality of the construction substrate in the current construction stage; and determining... The unit is used to determine the corresponding construction quality control strategy based on the secondary construction state, and to perform corresponding base treatment operations on the construction base when the construction quality control strategy includes a base treatment strategy; the management unit is used to re-inspect the construction base after the base treatment operation is completed, and to re-execute the mapping between the primary construction state and the secondary construction state based on the new inspection data to update the construction quality state; and to implement energy-saving finishing construction when the secondary construction state meets the quality requirements of energy-saving finishing construction, and to correct the mapping relationship between the primary construction state and the secondary construction state based on the formation quality of the energy-saving finishing after construction is completed.

[0017] The above describes a process where the building wall substrate is inspected before energy-saving finishing construction, and the inspection data is mapped to corresponding primary construction states according to different physical dimensions. This transforms the substrate quality from discrete inspection values ​​into a structured and verifiable quality baseline. Based on this, the primary construction state is further mapped using construction stage information to generate a secondary construction state that characterizes the controllability of construction quality at the current construction stage. This ensures that substrate quality assessment aligns with the construction progress and staged control requirements. Furthermore, based on the secondary construction state, corresponding construction quality control strategies are determined, and targeted substrate treatment operations are implemented when necessary. After substrate treatment, the substrate is inspected again, and the construction quality state is updated, creating a dynamic control mechanism for substrate quality management. Once the construction quality state meets the requirements for energy-saving finishing construction, energy-saving finishing construction is implemented. After completion, the quality of the energy-saving finishing is used as feedback information to correct the mapping relationship between the primary and secondary construction states. In other words, this solution constructs a closed loop for construction quality management that runs through pre-construction quality assessment, in-construction quality control, and post-construction result feedback and correction. This makes the judgment of construction quality status more precise and the construction quality control strategies more targeted, thereby improving the reliability and stability of construction quality management for building wall energy-saving finishes. Attached Figure Description

[0018] Figure 1 This is a flowchart of a method for energy-saving wall cladding and construction quality management in an embodiment of the present invention;

[0019] Figure 2 This is a flowchart for determining a first-level construction state provided by an embodiment of the present invention;

[0020] Figure 3 This is a flowchart for generating a secondary construction state provided by an embodiment of the present invention;

[0021] Figure 4 This is a flowchart of a modified mapping relationship provided by an embodiment of the present invention;

[0022] Figure 5 This is a structural schematic diagram of a building wall energy-saving cladding and construction quality management device provided in an embodiment of the present invention. Detailed Implementation

[0023] To make the above-mentioned objects, features, and advantages of the present invention more apparent and understandable, specific embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the specific details described below are only a part of the embodiments of the present invention, and the present invention can be implemented in many other embodiments different from those described herein. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of the present invention.

[0024] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention pertains. The terminology used herein in the description of the invention is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention.

[0025] As described in the background section, during construction, when the quality of the base layer does not meet the requirements, uniform or experience-based base layer treatment measures are usually adopted. However, the specific treatment strategies are not formulated according to the actual differences in the physical indicators of the base layer, which can easily lead to insufficient or excessive treatment, affecting construction efficiency and quality stability.

[0026] In addition, most existing construction quality management methods focus on real-time control before or during construction, lacking a mechanism to link the final energy-saving finish quality with the results of the initial base quality assessment. This makes it difficult to revise and optimize the initial quality assessment model or control strategy, thus limiting the refinement and sustainable improvement capabilities of construction quality management.

[0027] To address the aforementioned technical problems, this invention provides a solution for energy-saving wall finishes and construction quality management. This solution establishes a closed-loop construction quality management system that integrates pre-construction assessment, in-construction control, and post-construction feedback and correction, thereby improving the systematicness and reliability of construction quality control for energy-saving wall finishes.

[0028] Specifically, by inspecting the building wall substrate before energy-saving finishing construction and mapping the inspection data to a primary construction state reflecting the quality status of the substrate in different physical dimensions, the substrate quality is transformed from a single inspection result into structured and verifiable status information. Based on this, construction stage information is introduced to further map the primary construction state, generating a secondary construction state that characterizes the quality controllability at the current construction stage, ensuring that substrate quality assessment matches the construction progress. Then, based on the secondary construction state, construction quality control strategies are determined, and targeted substrate treatment operations are implemented when necessary. Simultaneously, the construction quality state is inspected and updated again after substrate treatment, achieving dynamic correction of the substrate quality state. Once the construction quality state meets the requirements for energy-saving finishing construction, energy-saving finishing construction is implemented, and after completion, the quality of the energy-saving finishing is fed back to the mapping relationship between the primary and secondary construction states for correction.

[0029] To enable those skilled in the art to better understand and implement this solution, the following detailed description of the specific solution, principles, advantages, and effects of the present invention is provided with reference to the accompanying drawings and specific embodiments.

[0030] See Figure 1 , Figure 1This is a flowchart of a method for energy-saving wall cladding and construction quality management in an embodiment of the present invention, which can be executed with the following steps:

[0031] S101. Before the construction of energy-saving finishes, the building wall base layer shall be tested to obtain at least one test data reflecting the physical condition of the base layer.

[0032] In some embodiments, the building wall substrate is the original construction substrate before the energy-saving finish is applied, and the substrate type may include concrete substrate, masonry substrate or plaster substrate, etc.

[0033] The test data is used to characterize the physical state of the base layer and can be obtained through on-site testing equipment. The test content includes at least one of the following: base layer flatness, base layer strength, base layer moisture content, base layer density, or base layer surface defects.

[0034] The detection methods can be manual detection, instrument detection, or a combination of both. The detection results are recorded in numerical or graded form to provide a data basis for subsequent construction status mapping.

[0035] S102, based on the detection data, the construction base layer is mapped to the corresponding first-level construction state, and the first-level construction state is used to characterize the basic construction quality state of the construction base layer in a single physical dimension.

[0036] In some embodiments, based on the detected data, a preliminary evaluation of the quality status of the construction substrate in different physical dimensions is performed and mapped to a first-level construction state.

[0037] The first-level construction status is a status representation established for a single physical dimension, such as forming corresponding first-level construction status levels for flatness, moisture content, or strength.

[0038] The first-level construction status can be represented by status intervals, level labels, or status values, which are used to reflect whether the base layer meets the basic quality requirements for energy-saving finishing construction in this physical dimension.

[0039] In some embodiments, see Figure 2 , Figure 2 This is a flowchart for determining a first-level construction state provided by an embodiment of the present invention, which can perform the following mapping operations:

[0040] S201, the test data obtained from the construction base layer is split into physical dimensions to form test data subsets corresponding to different construction quality concern dimensions. Among them, different test data subsets correspond to the quality performance of the construction base layer under a single physical dimension.

[0041] In some embodiments, before the construction of energy-saving finishes, after obtaining the test data of the construction substrate through testing equipment or testing processes, the test data is first processed by splitting it according to a preset physical dimension.

[0042] The physical dimensions are used to reflect the quality status of the construction substrate in terms of different physical properties. The different physical dimensions are independent of each other and correspond to a single physical factor of concern in the construction quality evaluation. The physical dimensions may include, but are not limited to: substrate flatness, substrate strength, moisture content, density, surface defect degree, adhesion conditions, or other dimensions that can characterize the physical state of the substrate.

[0043] By splitting the original test data into multiple subsets, each subset corresponds to the quality performance of the construction base layer under a single physical dimension. This avoids evaluation bias caused by direct mixing and analysis of multidimensional data, and provides a structured data foundation for subsequent quality status analysis.

[0044] S202, for each subset of detection data, construct a corresponding physical state description structure, and jointly describe the numerical distribution characteristics, trend characteristics, and matching characteristics with construction process requirements of the subset of detection data to generate physical state description results.

[0045] In some embodiments, for each subset of detection data obtained in step S201, a corresponding physical state description structure is constructed to comprehensively characterize the underlying state under that physical dimension.

[0046] Specifically, the physical state description structure includes at least one or more of the following description elements:

[0047] Numerical distribution characteristics used to reflect the overall distribution of a subset of the detected data.

[0048] This is used to reflect the trend of changes in detection data as the detection location or time changes.

[0049] Matching characteristics used to reflect the degree of conformity between test results and established construction process standards and specifications.

[0050] In one embodiment, step S202 may include: for the subset of detection data, determining a distribution characteristic index reflecting the concentration of physical parameters, a trend characteristic index reflecting the change of physical parameters over time, and a matching characteristic index reflecting the deviation between physical parameters and corresponding construction process requirements; generating a physical state description result for comprehensively characterizing the consistency and stability of the construction base layer under the corresponding physical dimension based on the distribution characteristic index, the trend characteristic index, and the matching characteristic index; determining the quality stability range of the construction base layer under the corresponding physical dimension based on the physical state description result, and using the quality stability range as the basis for judging the basic state of construction quality.

[0051] In this way, the limitations of judging quality based solely on instantaneous detection values ​​are avoided, and the first-level construction status can more realistically reflect the actual quality stability of the construction base.

[0052] S203, Based on the physical state description results, determine the quality stability of the construction base layer under each physical dimension, and map the quality stability to the corresponding construction quality base state.

[0053] In some embodiments, the degree of quality stability is used to characterize whether the construction base layer has the stability and controllability to meet the requirements of subsequent construction under this physical dimension. Its determination method can be based on a comprehensive judgment of factors such as the fluctuation range, abnormal distribution, and degree of deviation from the construction standard in the physical state description results.

[0054] After determining the level of quality stability, different levels of quality stability are mapped to preset basic construction quality states. For example, the level of quality stability can be divided into multiple discrete levels, each corresponding to a different basic construction quality state, to achieve a standardized expression of the quality state of the base layer.

[0055] S204, output the basic construction quality status as the first-level construction status.

[0056] In some embodiments, the basic construction quality status obtained in step S203 is output as the first-level construction status of the construction base in the corresponding physical dimension.

[0057] Through the above steps, the original detection data can be transformed into a first-level construction state with a clear structure and well-defined physical dimensions, providing a foundation for the subsequent generation of a second-level construction state based on information mapping of construction stages, thereby improving the interpretability and controllability of the construction quality control process.

[0058] The above scheme decomposes the test data obtained from the construction base layer into physical dimensions, forming subsets of test data corresponding to different dimensions of construction quality concern. This allows the quality performance of the base layer under each physical dimension to be independently identified. Based on this, a physical state description structure is constructed for each subset of test data, jointly describing the distribution characteristics, trend characteristics, and matching characteristics with construction process requirements of the test data. Then, the quality stability of the base layer under the corresponding physical dimension is determined based on the physical state description results and mapped to the basic construction quality state output. This makes the generation of the first-level construction state no longer dependent on a single numerical judgment, but based on the stability results obtained from multi-feature joint analysis, improving the accuracy and interpretability of the determination of the basic quality state of the base layer.

[0059] S103, based on the construction stage information, the first-level construction state is mapped to generate a corresponding second-level construction state. The second-level construction state is used to comprehensively characterize the controllable level of construction quality of the construction base in the current construction stage.

[0060] In some embodiments, construction phase information is used to indicate the current construction phase type, such as the base preparation phase, the pre-construction phase of energy-saving finish, or the implementation phase of energy-saving finish.

[0061] Based on the different construction stages, a comprehensive analysis and mapping of the primary construction status is performed to generate corresponding secondary construction statuses. The secondary construction status reflects whether the overall quality of the construction substrate is within a controllable range at the current construction stage, serving as an important basis for construction decisions and quality control.

[0062] In one embodiment, see Figure 3 , Figure 3 This is a flowchart for generating a secondary construction state provided by an embodiment of the present invention, which can perform the following generation operations:

[0063] S301, obtain the construction stage information corresponding to the current construction process, and determine the construction quality control requirements and allowable deviation range corresponding to the current construction stage.

[0064] In some embodiments, the entire construction process is pre-divided into multiple construction stages, with different construction procedures, objectives, and quality control standards corresponding to different stages. For example, the construction stages can be divided into: foundation construction stage, main structure construction stage, installation construction stage, and decoration construction stage.

[0065] Specifically, the current construction stage information can be obtained through at least one of the following methods: determining the construction stage corresponding to the current construction time node based on the construction progress data recorded in the construction plan management system; automatically identifying the currently executing construction stage based on the completion status of construction procedures collected by the on-site construction management system; or having construction management personnel manually input or confirm the current construction stage information through a human-computer interaction terminal.

[0066] The construction stage information includes at least the construction stage number, the construction stage name, and the set of construction procedures corresponding to that stage.

[0067] After determining the current construction stage, the corresponding construction quality control requirements are retrieved from a pre-established construction quality control rule library. These requirements include, but are not limited to: target or design values ​​of construction parameters; key quality control indicators; and quality acceptance standards or specification clause numbers.

[0068] Furthermore, based on construction specifications, design documents, or historical construction experience, allowable deviation ranges are determined for each construction quality control indicator in the current construction phase. These allowable deviation ranges can be expressed in the following forms: upper and lower limit intervals; maximum allowable deviation value; or graded deviation thresholds.

[0069] By following the steps above, the construction quality control requirements and allowable deviation range corresponding to the current construction stage are determined, providing a basis for subsequent construction status mapping.

[0070] S302, based on the construction quality control requirements and the allowable deviation range, map each first-level construction state to the corresponding stage adaptation state.

[0071] In some embodiments, each first-level construction state is analyzed and judged according to the construction quality control requirements and allowable deviation range corresponding to the current construction stage, and mapped to the corresponding stage adaptation state.

[0072] Specifically, the stage adaptation states may include: compliance state: the parameter value corresponding to the first-level construction state is within the allowable deviation range; warning state: the parameter value corresponding to the first-level construction state is close to the allowable deviation boundary; and exceeding the limit state: the parameter value corresponding to the first-level construction state exceeds the allowable deviation range.

[0073] In practical implementation, the mapping can be completed through the following judgment logic: compare the measured value in the first-level construction state with the target value; determine whether it falls within the allowable deviation range; and generate the corresponding stage adaptation state identifier based on the comparison result.

[0074] Finally, a stage-adaptation state matching the current construction stage is generated for each level of construction status, and this state is used as input data for subsequent quality control analysis.

[0075] In one embodiment, step S302 may include: determining the construction quality constraint factors corresponding to the current construction stage based on the construction procedure characteristics and construction condition requirements of the current construction stage; determining the stage adaptation evaluation results of each first-level construction state under the current construction stage based on the construction quality constraint factors; determining the limiting factors that have a constraining effect on the controllability of construction quality under the current construction stage based on the stage adaptation evaluation results, and using the limiting factors as the basis for determining the construction quality control requirements.

[0076] Specifically, the stage identification information of the current construction stage is obtained, and the construction procedure characteristics and construction condition requirements corresponding to the current construction stage are determined based on the stage identification information. The construction procedure characteristics include, but are not limited to, the main work content, procedure type, construction method, and key procedure nodes involved in the current construction stage; the construction condition requirements include construction environmental conditions, construction resource allocation, construction equipment status, and relevant technical specifications.

[0077] Based on this, and according to the characteristics of the construction procedures and the requirements of the construction conditions, the construction quality constraints corresponding to the current construction stage are determined. Specifically, through the sensitivity analysis of the impact of construction procedures on quality and the analysis of the impact of construction conditions on quality stability, a set of factors constraining construction quality in the current construction stage is identified. These construction quality constraints include, but are not limited to, constraints on construction process parameters, constraints on construction environmental conditions, constraints on personnel operating procedures, and constraints on material properties.

[0078] Subsequently, based on the aforementioned construction quality constraints, the stage adaptability of each primary construction state under the current construction stage is evaluated to obtain the stage adaptability evaluation results corresponding to each primary construction state. In specific implementation, the aforementioned construction quality constraints are used as the evaluation basis to analyze and judge the degree of adaptability of each primary construction state under the condition of meeting construction quality control requirements and allowable deviation range, thereby forming a stage adaptability evaluation result reflecting the quality adaptability of each primary construction state within the current construction stage.

[0079] Furthermore, based on the stage adaptation evaluation results, limiting factors that constrain the controllability of construction quality at the current construction stage are identified. Specifically, the first-level construction states with low adaptation or deviation from construction quality control requirements in the stage adaptation evaluation results are analyzed to identify their corresponding construction quality constraints, and the constraints that significantly affect the controllability of construction quality are identified as limiting factors.

[0080] Finally, the aforementioned limiting factors are used as the basis for determining the construction quality control requirements. In specific implementation, based on the type of the limiting factors and their degree of impact on the controllability of construction quality, corresponding construction quality control requirements are generated to guide targeted adjustments to construction process parameters, construction conditions, or construction management measures during subsequent construction processes, thereby improving the controllability of construction quality in the current construction phase.

[0081] S303, based on the stage adaptation status, determine the quality control requirements of each first-level construction state under the current construction stage, and generate the corresponding second-level construction state based on the quality control requirements.

[0082] In some embodiments, the stage adaptation status is used to reflect the degree of matching between the construction status and the quality requirements of the current construction stage, while the quality control requirements are used to indicate whether the construction process needs to be adjusted and the intensity and manner of the adjustment.

[0083] Based on the stage adaptation status corresponding to each primary construction state, determine the quality control requirements under the current construction stage, specifically including:

[0084] When the stage adaptation status is in compliance, the quality control requirement for this first-level construction status is to maintain the status quo; when the stage adaptation status is in warning status, the quality control requirement for this first-level construction status is to perform mild control, such as fine-tuning parameters or strengthening monitoring; when the stage adaptation status is in over-limit status, the quality control requirement for this first-level construction status is to perform mandatory control, such as suspending construction, resetting parameters, or rework.

[0085] After determining the quality control requirements, the primary construction status is further processed according to these requirements to generate a corresponding secondary construction status. The secondary construction status describes the construction status result under the influence of quality control, and may include: control strategy identifier; control priority; control execution parameters or suggested measures.

[0086] For example, when the quality control requirement corresponding to the first-level construction status is mandatory control, the generated second-level construction status may include status information such as "pause the current process" and "adjust construction parameters to the set safety value".

[0087] In this way, the generated secondary construction status can be used to guide the construction management system to perform corresponding control operations, or to output control prompts to construction management personnel, thereby achieving refined construction quality control for different construction stages.

[0088] S104. Based on the secondary construction state, determine the corresponding construction quality control strategy, and when the construction quality control strategy includes a base treatment strategy, perform the corresponding base treatment operation on the construction base.

[0089] In some embodiments, a preset construction quality control strategy is matched according to the secondary construction status.

[0090] When the secondary construction status indicates that the construction substrate has quality risks or does not meet the requirements of the current construction stage, the construction quality control strategy shall include at least a substrate treatment strategy.

[0091] The base treatment operations may include base repair, leveling, reinforcement, drying or cleaning, etc., to improve the physical condition of the base and make it meet the requirements of subsequent construction.

[0092] In some embodiments, step S104 may include: determining the corresponding construction risk level based on the state parameters characterizing the flatness, strength, and moisture content of the base layer in the secondary construction state; comparing the construction risk level with the allowable deviation parameters corresponding to the current construction stage to generate construction quality control requirement parameters; selecting a target construction quality control strategy corresponding to the construction quality control requirement parameters from a preset set of construction quality control strategies based on the construction quality control requirement parameters; when a base layer treatment strategy is selected from the target construction quality control strategy, determining the necessity level of base layer treatment based on the deviation between the actual values ​​of each state parameter in the secondary construction state and the corresponding standard reference values; determining the base layer treatment type, the execution order of each base layer treatment procedure, and the corresponding treatment intensity parameters based on the necessity level and a preset base layer treatment level comparison table; and performing the corresponding base layer treatment operation on the construction base layer according to the execution order and based on the treatment intensity parameters.

[0093] Specifically, during construction, the secondary construction status information corresponding to the construction object is first obtained. The secondary construction status includes at least a flatness status parameter to characterize the flatness of the base layer, a strength status parameter to characterize the load-bearing capacity of the base layer structure, and a moisture content status parameter to characterize the dryness and wetness of the base layer.

[0094] The flatness parameters can be obtained by acquiring elevation data of the base surface using laser scanning equipment or a flatness testing instrument and then calculating the results; the strength parameters can be obtained through rebound testing, penetration testing, or sampling tests; and the moisture content parameters can be obtained through a moisture content sensor or on-site sampling tests. All parameters are standardized in numerical form to eliminate the influence of dimensional differences on subsequent analysis.

[0095] After obtaining the secondary construction status, the various status parameters are input into a preset construction risk assessment model for comprehensive analysis. The construction risk assessment model calculates the corresponding risk contribution value based on the degree of deviation of each status parameter from the design standard value or the allowable range of the specification, and then performs a weighted sum according to preset weights to obtain the construction risk assessment result.

[0096] The construction risk assessment results are compared with the preset construction risk level range to determine the construction risk level corresponding to the current construction status. The construction risk level includes at least low risk, medium risk, and high risk levels, reflecting the degree of impact of the current base layer condition on the subsequent construction quality.

[0097] After determining the construction risk level, the risk level is compared and analyzed with the allowable deviation parameters corresponding to the current construction stage. These allowable deviation parameters are used to limit the permissible error range for the flatness, strength, and moisture content of the base layer during the current construction stage.

[0098] When the construction risk level is higher than the benchmark risk level matching the current construction stage, a higher level of construction quality control requirement parameters are generated; when the construction risk level is lower than the benchmark risk level, a lower level of construction quality control requirement parameters are generated. These construction quality control requirement parameters are used to characterize the target level of quality control for the base construction.

[0099] Based on the construction quality control requirements parameters, a target construction quality control strategy is selected from a preset set of construction quality control strategies. This set of strategies includes various pre-configured strategy types, including but not limited to conventional construction strategies, enhanced quality control strategies, and base treatment strategies.

[0100] When the construction quality control requirements parameters indicate that the current base layer condition cannot meet the requirements for subsequent construction, the target construction quality control strategy is determined to be the base layer treatment strategy.

[0101] After determining the base treatment strategy, the necessity evaluation index of base treatment is further calculated based on the deviation between the actual values ​​of each state parameter in the secondary construction state and their corresponding standard reference values.

[0102] Specifically, the flatness deviation, strength deviation, and moisture content deviation are calculated separately, and a comprehensive judgment is made according to the preset necessity determination rules to obtain the necessity level of the base treatment. The necessity level of the base treatment includes at least three levels: no treatment required, general treatment, and key treatment.

[0103] The necessary level of the base treatment is matched with a preset base treatment level comparison table to determine the corresponding base treatment type, the execution order of each base treatment procedure, and the corresponding treatment intensity parameters.

[0104] The base treatment level comparison table pre-sets multiple treatment combination schemes for different necessity levels; the treatment intensity parameter is used to limit the construction intensity of each base treatment process, including at least one of the following: treatment area ratio, treatment depth, number of treatments, or construction time.

[0105] In one embodiment, when the necessity level of the base treatment is a key treatment level, the base treatment type includes reinforcement treatment and drying treatment, and the reinforcement treatment is performed before the drying treatment; when the necessity level of the base treatment is a general treatment level, only leveling treatment is performed.

[0106] Finally, following the determined sequence of base treatment procedures and based on the treatment intensity parameters, the corresponding base treatment operations are performed sequentially on the construction base. After each base treatment procedure is completed, the base condition is retested to verify whether the treatment effect meets the construction quality control requirements.

[0107] If the retest results still do not meet the construction quality control requirements, repeat the corresponding base treatment procedures until the base condition meets the construction quality requirements of the current construction stage.

[0108] Thus, by multidimensional parametric characterization of the secondary construction state of the base course, the construction risk level is introduced as an intermediate decision variable, and the construction risk level is dynamically compared with the allowable deviation of the construction stage, thereby achieving adaptive generation of construction quality control requirements. Furthermore, by grading and matching the necessity level of base course treatment with the treatment intensity parameter, the base course treatment plan can be precisely adjusted according to the actual degree of deviation, avoiding the arbitrary treatment and resource waste caused by relying on experience judgment in traditional construction, effectively improving the accuracy, stability and controllability of base course construction quality control and project implementation.

[0109] S105, after completing the base treatment operation, the construction base is inspected again, and based on the new inspection data, the mapping between the first-level construction state and the second-level construction state is re-executed to update the construction quality status.

[0110] In some embodiments, after the base layer treatment is completed, the construction base layer is re-inspected to obtain updated inspection data.

[0111] Based on the new detection data, steps S102 and S103 are repeated to remap and update the primary and secondary construction states. This method achieves dynamic feedback and closed-loop control of the construction quality status, ensuring that the base treatment effect meets the construction quality requirements.

[0112] In one embodiment, step S105 may include: re-testing the physical indicators in the construction base layer that are the same as those tested before construction, and obtaining updated test data, wherein the physical indicators include at least flatness, base layer strength, and moisture content; calculating the difference between the updated test data and the corresponding test data before base layer treatment to obtain the state change amount of each physical indicator; comparing the state change amount with a preset allowable change threshold, and when the state change amount exceeds the corresponding allowable change threshold, replacing the state change amount with the allowable change threshold; redetermining the corresponding primary construction state based on the replaced state change amount; and redetermining the corresponding secondary construction state according to the correspondence between the primary construction state and the preset construction quality state division threshold to generate an updated secondary construction state.

[0113] The above scheme involves re-testing the physical indicators after base treatment, using the same indicators as before construction, and calculating the change in state of the test data. This allows for a quantitative assessment of the base treatment effect. Based on this, the change in state is compared with a preset allowable threshold. If the change exceeds the threshold, restrictions are imposed, preventing excessive influence from abnormal test data in the construction quality status determination process. Finally, the primary and secondary construction statuses are redefined based on the processed change in state. This approach improves the stability of the construction quality status update process, making the construction quality management results more reliable.

[0114] S106, when the secondary construction state meets the quality requirements of energy-saving finishing construction, energy-saving finishing construction is carried out, and after the construction is completed, the mapping relationship between the primary construction state and the secondary construction state is corrected based on the formation quality of the energy-saving finishing.

[0115] In some embodiments, when the updated secondary construction status indicates that the construction substrate meets the quality requirements for energy-saving finishing construction, the energy-saving finishing construction procedure is performed.

[0116] After the energy-saving finish is completed, the construction results are evaluated based on the quality of the finish, such as adhesion, smoothness, and overall stability.

[0117] Based on the evaluation results, the mapping relationship between the first-level construction status and the second-level construction status is corrected and optimized to improve the accuracy and adaptability of the judgment of construction quality status in subsequent construction processes.

[0118] In one embodiment, see Figure 4 , Figure 4 This is a flowchart of a modified mapping relationship provided by an embodiment of the present invention, which can perform the following modification operations:

[0119] S401 After the energy-saving finish construction is completed, the formation quality of the energy-saving finish is tested, and the evaluation result of the formation quality of the energy-saving finish is determined.

[0120] Specifically, the quality inspection may include, but is not limited to, testing the flatness, thickness deviation, adhesion strength, surface defects, and energy-saving performance parameters (such as heat transfer coefficient, insulation layer continuity, etc.) of the energy-saving finish.

[0121] In this embodiment, the detection can be achieved through manual inspection, detection using specialized equipment, or data collection based on sensors. For example, the temperature distribution of the energy-saving finish can be obtained using an infrared thermal imaging device, the thickness data of the finish layer can be obtained using a thickness gauge, and the bond strength between the finish and the substrate can be detected using a pull-out test device.

[0122] Based on the test results, the formation quality of the energy-saving finish is comprehensively analyzed, and the formation quality evaluation result is determined according to the preset quality evaluation rules or evaluation model. The formation quality evaluation result can be expressed in a grade form, such as "excellent, good, qualified, unqualified", or it can be expressed in a numerical scoring form.

[0123] S402, Based on the formation quality evaluation results, determine the consistency between the formation quality evaluation results and the corresponding secondary construction state before construction.

[0124] Specifically, after obtaining the formation quality evaluation result, the formation quality evaluation result is matched and analyzed with the corresponding secondary construction state before construction to determine the consistency between the two.

[0125] The secondary construction status is used to characterize more detailed construction parameters or conditions during the construction process, including but not limited to construction process parameters, material performance parameters, construction environment parameters, and the operating status of construction personnel. For example, the secondary construction status may include the construction temperature and humidity range, material ratio parameters, design value of coating thickness, and operating status of construction equipment.

[0126] Specifically, the quality evaluation result is compared and analyzed with the expected quality result of the corresponding secondary construction state; when the quality evaluation result falls within the expected quality range corresponding to the secondary construction state, the consistency between the two is determined to meet the preset consistency requirements; otherwise, the consistency is determined to not meet the preset consistency requirements.

[0127] S403, when the consistency condition does not meet the preset consistency requirements, it is determined that there is a deviation in the mapping relationship between the first-level construction state and the second-level construction state.

[0128] When the consistency condition does not meet the preset consistency requirements, it indicates a difference between the current quality of the energy-saving finish and the predicted results before construction. In this case, it is determined that there is a deviation in the mapping relationship between the first-level construction state and the second-level construction state.

[0129] The primary construction status describes the macroscopic status information of the construction process, such as the division of construction stages, construction scheme types, or construction modes. The secondary construction status is a more detailed description of the primary construction status. The mapping relationship between the two reflects the combinations of secondary construction statuses corresponding to different primary construction statuses and their quality prediction results.

[0130] In this embodiment, when the actual quality evaluation result obtained from the test is inconsistent with the result predicted based on the mapping relationship, it is considered that the mapping relationship fails to accurately reflect the actual construction situation, thereby determining that there is a deviation in the mapping relationship.

[0131] S404, Based on the deviation, the mapping relationship between the first-level construction state and the second-level construction state is corrected.

[0132] In some embodiments, after determining that there is a deviation in the mapping relationship, the mapping relationship between the first-level construction state and the second-level construction state is corrected according to the deviation.

[0133] Specifically, the weight parameters, association rules, or mapping thresholds in the mapping relationship can be adjusted in reverse based on the degree of difference between the formed quality evaluation result and the expected result. For example, when the actual formed quality is low, the matching weight of the corresponding secondary construction state in the primary construction state can be reduced, or the parameter range of the secondary construction state can be redefined.

[0134] In some embodiments, step S404 may include: determining key quality performance characteristics that affect the formation quality of the energy-saving finish based on the formation quality evaluation results; associating the key quality performance characteristics with the corresponding physical state description results and stage adaptation evaluation results used to generate the first-level construction state and the second-level construction state before construction; determining the mapping parameters that contribute significantly to the prediction deviation of the formation quality in the mapping relationship based on the association results; and adjusting the mapping parameters to generate a corrected mapping relationship between the first-level construction state and the second-level construction state.

[0135] Specifically, after the energy-saving finish is constructed, the formed finish is first subjected to quality inspection and evaluation to obtain a quality evaluation result. This quality evaluation result may include, but is not limited to, multiple quality indicators such as finish flatness, adhesion strength, energy-saving layer integrity, surface defect distribution, and measured thermal insulation performance. In one optional embodiment, the quality evaluation result is obtained by standardizing and weighting each quality indicator to form a corresponding comprehensive quality score or quality grade.

[0136] Based on the formation quality evaluation results, further analysis is conducted on the factors affecting the formation quality of the energy-saving finish to identify key quality performance characteristics that contribute significantly to the formation quality. These key quality performance characteristics may include variations in the uniformity of material laying during construction, the stability of the substrate treatment, fluctuations in the construction environment, and the consistency of construction process execution. Specifically, correlation or sensitivity analysis can be performed between the formation quality evaluation results and construction process records to identify construction process characteristics that are significantly correlated with changes in formation quality, which will then be considered as the key quality performance characteristics.

[0137] After determining the key quality performance characteristics, they are correlated with the corresponding physical state description results and stage adaptation evaluation results used to generate the first-level and second-level construction states before construction. The physical state description results may include physical parameters of construction materials, construction environment parameters, and operating parameters of construction equipment; the stage adaptation evaluation results are used to characterize the degree of matching between each construction stage and the construction plan. In one specific embodiment, by establishing a correspondence model between the key quality performance characteristics and the physical state description results and stage adaptation evaluation results, a mapping and correlation between pre-construction state description information and post-construction quality performance is achieved.

[0138] Based on the correlation results, the influence of each mapping parameter in the mapping relationship between the first-level construction state and the second-level construction state on the formation quality prediction deviation is further analyzed, thereby identifying the mapping parameters that contribute significantly to the formation quality prediction deviation. These mapping parameters may include parameters describing the probability of construction state transitions, state characteristic weight parameters, or stage response coefficients, etc. In an optional implementation, by comparing the deviation between the formation quality prediction result obtained based on the original mapping relationship and the actual formation quality evaluation result, and combining this with the changes in the mapping parameters, the key mapping parameters that lead to an increase in prediction deviation are identified.

[0139] After determining the mapping parameters, the mapping parameters are adjusted in a targeted manner to reduce the bias in the formation quality prediction.

[0140] In one specific implementation, the mapping parameters are weighted or re-estimated based on the changing trends of key quality performance characteristics, thereby generating a corrected mapping relationship between the primary and secondary construction states. This corrected mapping relationship more accurately reflects the intrinsic connection between the pre-construction state description information and the actual construction quality.

[0141] Through the above methods, this embodiment realizes the dynamic correction of the construction state mapping relationship based on the formation quality feedback, which effectively improves the accuracy and adaptability of the formation quality prediction of energy-saving surface, reduces the prediction error caused by changes in the construction environment or process fluctuations, and provides a reliable basis for the intelligent control and optimization of the construction quality of energy-saving surface, which is conducive to improving the accuracy of construction quality prediction and control in subsequent construction.

[0142] The above describes in detail the energy-saving wall cladding and construction quality management methods for buildings through some embodiments. In order to enable those skilled in the art to better understand and implement them, the corresponding devices are also described in detail below through some embodiments.

[0143] See Figure 5 , Figure 5 This is a structural schematic diagram of a building wall energy-saving cladding and construction quality management device provided in an embodiment of the present invention, as shown below. Figure 5 As shown, the building wall energy-saving cladding and construction quality management device 500 may include:

[0144] The acquisition unit 510 is used to test the building wall base before the construction of energy-saving decoration, and to acquire at least one test data reflecting the physical state of the base.

[0145] The mapping unit 520 is used to map the construction base layer to a corresponding first-level construction state based on the detection data. The first-level construction state is used to characterize the basic construction quality state of the construction base layer in a single physical dimension. Based on the construction stage information, the first-level construction state is mapped to generate a corresponding second-level construction state. The second-level construction state is used to comprehensively characterize the controllable level of construction quality of the construction base layer in the current construction stage.

[0146] The determining unit 530 is used to determine the corresponding construction quality control strategy based on the secondary construction state, and to perform corresponding base treatment operations on the construction base when the construction quality control strategy includes a base treatment strategy.

[0147] The management unit 540 is used to re-inspect the construction base layer after the base layer treatment operation is completed, and re-execute the mapping between the first-level construction state and the second-level construction state based on the new inspection data to update the construction quality status; and to implement energy-saving finishing construction when the second-level construction state meets the quality requirements of energy-saving finishing construction, and to correct the mapping relationship between the first-level construction state and the second-level construction state based on the formation quality of the energy-saving finishing after the construction is completed.

[0148] For further details regarding the acquisition unit 510, mapping unit 520, determination unit 530, and management unit 540, please refer to the foregoing examples.

[0149] It is understandable that the above division of units is only a logical functional division. In actual implementation, they can be fully or partially integrated into a single physical entity, or they can be physically separated. Furthermore, the above units can be implemented by the processor calling software.

[0150] The technical features of the above embodiments can be combined in any way. For the sake of brevity, not all possible combinations of the technical features in the above embodiments are described. However, as long as there is no contradiction in the combination of these technical features, they should be considered to be within the scope of this specification.

[0151] The embodiments described above are merely illustrative of several implementations of the present invention, and while the descriptions are specific and detailed, they should not be construed as limiting the scope of the invention. It should be noted that those skilled in the art can make various modifications, substitutions, and improvements without departing from the concept of the present invention, and these should all be covered within the scope of protection of the present invention. Therefore, the scope of protection of this invention should be determined by the claims.

Claims

1. A method for managing the construction quality of energy-saving wall finishes in buildings, characterized in that, include: Before applying energy-saving finishes, the building wall substrate should be tested to obtain at least one test data point reflecting the physical condition of the substrate. Based on the detection data, the construction base layer is mapped to the corresponding first-level construction state, which is used to characterize the basic construction quality state of the construction base layer in a single physical dimension. Based on the construction stage information, the first-level construction state is mapped to generate the corresponding second-level construction state. The second-level construction state is used to comprehensively characterize the controllable level of construction quality of the construction base in the current construction stage. Based on the aforementioned secondary construction status, a corresponding construction quality control strategy is determined, and when the construction quality control strategy includes a base treatment strategy, corresponding base treatment operations are performed on the construction base. After the base treatment is completed, the construction base is inspected again, and based on the new inspection data, the mapping between the first-level construction state and the second-level construction state is re-executed to update the construction quality status. When the secondary construction state meets the quality requirements of energy-saving finishing construction, energy-saving finishing construction is carried out, and after the construction is completed, the mapping relationship between the primary construction state and the secondary construction state is corrected based on the formation quality of the energy-saving finishing.

2. The method according to claim 1, characterized in that, The process of mapping the construction base layer to the corresponding first-level construction state based on the detection data includes: The test data obtained from the construction base layer are split into physical dimensions to form test data subsets corresponding to different construction quality concern dimensions. Among them, different test data subsets correspond to the quality performance of the construction base layer under a single physical dimension. For each subset of detection data, a corresponding physical state description structure is constructed. The numerical distribution characteristics, trend characteristics, and matching characteristics with construction process requirements of the subset of detection data are jointly described to generate physical state description results. Based on the physical state description results, the quality stability of the construction base layer under each physical dimension is determined, and the quality stability is mapped to the corresponding construction quality base state. The basic construction quality status is output as the first-level construction status.

3. The method according to claim 2, characterized in that, The construction of a corresponding physical state description structure for each subset of detection data includes: For the subset of detection data, distribution characteristic indicators reflecting the concentration of physical parameters, trend characteristic indicators reflecting the changes of physical parameters over time, and matching characteristic indicators reflecting the degree of deviation between physical parameters and corresponding construction process requirements are determined respectively. Based on the distribution characteristic index, the trend characteristic index, and the matching characteristic index, a physical state description result is generated to comprehensively characterize the consistency and stability of the construction base layer under the corresponding physical dimension. Based on the physical state description results, the quality stability range of the construction base layer under the corresponding physical dimension is determined, and the quality stability range is used as the basis for judging the basic state of construction quality.

4. The method according to claim 1, characterized in that, The process of mapping the primary construction state based on construction stage information to generate a corresponding secondary construction state includes: Obtain information on the current construction stage and determine the quality control requirements and allowable deviation range for the current construction stage. Based on the construction quality control requirements and the allowable deviation range, each first-level construction state is mapped to the corresponding stage adaptation state. Based on the stage adaptation status, determine the quality control requirements of each primary construction state under the current construction stage, and generate the corresponding secondary construction state based on the quality control requirements.

5. The method according to claim 4, characterized in that, The process of mapping each level of construction state to a corresponding stage adaptation state based on the construction quality control requirements and the allowable deviation range includes: Based on the characteristics of the construction procedures and the requirements of the construction conditions at the current construction stage, determine the construction quality constraints corresponding to the current construction stage. Based on the aforementioned construction quality constraints, determine the stage adaptation evaluation results for each first-level construction state under the current construction stage; Based on the stage adaptation evaluation results, the limiting factors that constrain the controllability of construction quality in the current construction stage are identified, and these limiting factors are used as the basis for determining the construction quality control requirements.

6. The method according to claim 1, characterized in that, The determination of the corresponding construction quality control strategy based on the secondary construction state includes: Based on the state parameters characterizing the flatness, strength, and moisture content of the base layer in the secondary construction state, the corresponding construction risk level is determined; The construction risk level is compared with the allowable deviation parameters corresponding to the current construction stage to generate construction quality control requirement parameters. Based on the construction quality control requirement parameters, select the target construction quality control strategy corresponding to the construction quality control requirement parameters from the preset set of construction quality control strategies; When a base treatment strategy is selected in the target construction quality control strategy, the necessity level of the base treatment is determined based on the deviation between the actual values ​​of each state parameter in the secondary construction state and the corresponding standard reference values. Based on the necessity level and the preset base treatment level comparison table, determine the base treatment type, the execution sequence of each base treatment procedure, and the corresponding treatment intensity parameters; Perform corresponding base treatment operations on the construction base layer according to the execution order and based on the treatment intensity parameters.

7. The method according to claim 6, characterized in that, After completing the base treatment operation, the construction base is inspected again, and the construction quality status is updated based on the new inspection data, including: The same physical indicators in the construction base layer as those tested before construction are tested again to obtain updated test data. The physical indicators include at least flatness, base layer strength and moisture content. The difference between the updated detection data and the corresponding detection data before the basic treatment is calculated to obtain the state change of each physical index. The state change amount is compared with a preset allowable change threshold. When the state change amount exceeds the corresponding allowable change threshold, the allowable change threshold is used to replace the state change amount. The corresponding first-level construction state is redefined based on the state change after substitution. Based on the correspondence between the first-level construction state and the preset construction quality state classification threshold, the corresponding second-level construction state is redefined to generate an updated second-level construction state.

8. The method according to claim 1, characterized in that, The method of correcting the mapping relationship between the primary construction state and the secondary construction state based on the formation quality of the energy-saving finish includes: After the energy-saving decorative surface is completed, the formation quality of the energy-saving decorative surface is tested, and the evaluation result of the formation quality of the energy-saving decorative surface is determined. Based on the formation quality evaluation results, determine the consistency between the formation quality evaluation results and the corresponding secondary construction state before construction; When the consistency condition does not meet the preset consistency requirements, it is determined that there is a deviation in the mapping relationship between the first-level construction state and the second-level construction state; Based on the deviation, the mapping relationship between the first-level construction state and the second-level construction state is corrected.

9. The method according to claim 8, characterized in that, The step of correcting the mapping relationship between the first-level construction state and the second-level construction state based on the deviation includes: Based on the quality evaluation results, the key quality characteristics affecting the formation quality of energy-saving decorative surfaces are determined; The key quality performance characteristics are associated with the corresponding physical state description results and stage adaptation evaluation results used to generate the first-level construction state and the second-level construction state before construction. Based on the correlation results, determine the mapping parameters that contribute significantly to the formation quality prediction bias in the mapping relationship; The mapping parameters are adjusted to generate a corrected mapping relationship between the first-level construction state and the second-level construction state.

10. A building wall energy-saving cladding and construction quality management system, characterized in that, include: The acquisition unit is used to test the building wall base before the construction of energy-saving finish and acquire at least one test data reflecting the physical state of the base. The mapping unit is used to map the construction base layer to a corresponding first-level construction state based on the detection data. The first-level construction state is used to characterize the basic construction quality state of the construction base layer in a single physical dimension. The mapping unit is also used to map the first-level construction state based on construction stage information to generate a corresponding second-level construction state. The second-level construction state is used to comprehensively characterize the controllable level of construction quality of the construction base layer in the current construction stage. The determining unit is used to determine the corresponding construction quality control strategy based on the secondary construction state, and to perform corresponding base treatment operations on the construction base when the construction quality control strategy includes a base treatment strategy. The management unit is used to re-inspect the construction base layer after the base layer treatment operation is completed, and re-execute the mapping between the first-level construction state and the second-level construction state based on the new inspection data to update the construction quality status; and to implement energy-saving finishing construction when the second-level construction state meets the quality requirements of energy-saving finishing construction, and to correct the mapping relationship between the first-level construction state and the second-level construction state based on the formation quality of the energy-saving finishing after the construction is completed.

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