Historical and cultural block building structure reinforcing, repairing and diagnosing system and method

Abstract

The invention discloses a historical and cultural block building structure reinforcing and repairing diagnosis system and method, and relates to the technical field of building repairing, and the method comprises the steps: employing a laser scanner to obtain building surface deformation data, synchronously starting a ground penetrating radar to detect the internal hollowing rate of a wall body and the compactness of mortar, a temperature and humidity sensor is embedded to collect environmental corrosion parameters, and a three-dimensional structure model fusing vibration and corrosion coupling characteristics is established; according to the three-dimensional structure model, a wall reinforcing module, a foundation reinforcing module and an anti-seismic reinforcing module are generated; constructing a dynamic material database containing the salt crystal growth rule of the lime-plastic layer, and calculating the compatibility parameters of the paper strip mortar ratio and the thermal expansion of the reinforced concrete member through a multi-scale stress matching algorithm; and typhoon and people flow coupling load simulation is carried out based on the restored three-dimensional structure model, a three-dimensional activation scheme is generated in combination with dynamic commercial streamline planning, and an environment response type monitoring network is deployed.

Description

Technical Field

[0001] The present application relates to the technical field of building restoration, and in particular to a system and method for reinforcing and repairing arcade building structures in historical and cultural blocks. Background Art

[0002] As an architectural form with profound historical value and regional characteristics, arcades carry rich cultural memories and traces of urban change. However, with the erosion of time, environmental corrosion, and accelerated urbanization, many arcade buildings located in historical and cultural districts are gradually facing problems such as structural aging, wall hollowing, and foundation settlement, and are even vulnerable to natural disasters such as earthquakes. Currently, the restoration methods for arcade buildings in historical and cultural districts mostly use ordinary building restoration methods, which have two major flaws: First, traditional detection methods do not consider the impact of environmental factors such as high humidity and frequent typhoons in the southern coastal areas on structural damage, resulting in insufficient durability of reinforcement solutions; second, material adaptation relies on manual experience and judgment, lacking analysis of the salt crystal growth pattern of the gray plastic layer and the interface stress between the new and old materials, resulting in alkali cracking and visual faults on the repair surface. To address the above problems, no effective solution has yet been proposed. Summary of the Invention

[0003] The embodiments of the present application provide a system and method for reinforcing, repairing and diagnosing arcade building structures in historical and cultural blocks to solve the above-mentioned technical problems.

[0004] This application provides a structural reinforcement, repair and diagnosis system for arcade buildings in historical and cultural blocks, including: a structural model building module for using a laser scanner to obtain surface deformation data of the arcade building, synchronously activating a ground-penetrating radar to detect the hollowing rate and mortar density inside the wall, and embedding a temperature and humidity sensor to collect environmental corrosion parameters, thereby establishing a three-dimensional structural model that integrates the coupling characteristics of vibration and corrosion; The first repair module is used to generate a wall reinforcement module, a foundation reinforcement module, and an earthquake-resistant reinforcement module based on the three-dimensional structural model. The second repair module is used to construct a dynamic material database containing the growth law of salt crystals in the lime-plastic layer and calculate the thermal expansion compatibility parameters of the paper-reinforced lime ratio and reinforced concrete components through a multi-scale stress matching algorithm; The verification and planning module is used to simulate the coupled typhoon and pedestrian flow loads based on the repaired 3D structural model, generate a 3D activation plan based on dynamic commercial flow planning, and deploy an environmentally responsive monitoring network.

[0005] This application provides a method for reinforcing and repairing arcade buildings in historical and cultural blocks. The method includes: using a laser scanner to obtain surface deformation data of the arcade buildings, simultaneously activating a ground-penetrating radar to detect the hollowing rate and mortar density inside the walls, and embedding temperature and humidity sensors to collect environmental corrosion parameters, thereby establishing a three-dimensional structural model that integrates vibration and corrosion coupling characteristics. Generate a wall reinforcement module, a foundation reinforcement module and an earthquake-resistant reinforcement module according to the three-dimensional structural model; A dynamic material database containing the growth patterns of salt crystals in the lime-plastic layer was constructed, and the thermal expansion compatibility parameters of the paper-reinforced lime mix and reinforced concrete components were calculated using a multi-scale stress matching algorithm. Based on the repaired three-dimensional structural model, a typhoon and pedestrian flow coupled load simulation was carried out, and a three-dimensional activation plan was generated in combination with dynamic commercial flow planning, and an environmentally responsive monitoring network was deployed.

[0006] Furthermore, the generation of the vibration and corrosion coupling feature includes: Using the typhoon path backtracking algorithm, historical typhoon wind pressure data and current crack distribution are temporally and spatially mapped to generate wind-induced damage weight coefficients. The migration rate of salt in masonry capillaries under high humidity environment is calculated by using the porous media mass transfer model. The acoustic-vibration coupling detection device is used to collect the resonance modal data of the structure at the simulated typhoon frequency in real time. Furthermore, the wall reinforcement module includes the optimization of pressure grouting parameters based on the capillary penetration mechanism. The foundation reinforcement module includes a bionic topological layout model of the ring beam; The pressure grouting parameter optimization scheme includes: A radial penetration model of grouting material in loose mortar is established based on the characteristics of non-Newtonian fluid; A dynamic programming algorithm was used to optimize the three-stage grouting pressure sequence: 0.1 to 0.2 MPa in the first stage to fill the main cracks, 0.3 to 0.4 MPa in the second stage to strengthen the bond, and 0.05 MPa in the third stage to compensate for shrinkage; The evolution of strain field during the solidification process of grouting is monitored in real time by distributed optical fiber sensors; The bionic topological layout model of the ground ring beam is generated by the following steps: Acoustic emission tomography was used to locate stress concentration areas along the foundation's force transmission path. A bionic ring beam branch configuration was generated based on the fractal structure of mangrove root systems along the southern coast. The deformation coordination between the newly added ring beam and the original stone foundation is achieved through shape memory alloy hinged nodes. Furthermore, the multi-scale stress matching algorithm includes: A molecular dynamics model of the interaction between paper reinforced ash fibers and salt crystals was established at the microscale; the phase field method was used to simulate the crack propagation path at the interface between the ash plastic layer and concrete at the mesoscale; and the strain coordination of the overall structure was verified through digital images at the macroscale.

[0007] Furthermore, after constructing a dynamic material database containing the growth law of salt crystals in the ash-plastic layer and calculating the thermal expansion compatibility parameters of the paper-reinforced ash ratio and reinforced concrete components using a multi-scale stress matching algorithm, a style continuity verification is performed, including: A fractal evolution equation for the plaster plastic texture was constructed to calculate the Hausdorff dimension difference between the repaired surface and the original decoration. Multispectral imaging was used to extract the fading gradient of the historical masonry and optimize the dyeing process parameters for the new bricks. A soundscape reconstruction system was deployed to capture the typical sound pattern characteristics of raindrops hitting the eaves of a century-old arcade as a benchmark for acceptance. Furthermore, the simulation of coupled typhoon and pedestrian loads included: The coupling equation of the vortex wind velocity field and the tourist social force model was established to calculate the composite vibration amplitude of the corridor columns. The discrete element method is used to simulate the loss of particles in the reinforcement nodes caused by heavy rain infiltration; The post-disaster structural redundancy is verified through anti-progressive collapse analysis, and the escape route width parameters are dynamically adjusted.

[0008] Furthermore, dynamic commercial circulation planning is achieved by: constructing a spatial conflict matrix of visitor heat maps and load-bearing wall distribution; The visual landscape interference index is verified by projecting holographic projections of historical shop signs through augmented reality devices. Furthermore, the environmental responsive monitoring network includes: pH-responsive hydrogel microspheres are embedded in the gray plastic layer, and their color changes reflect the depth of acid rain erosion. A magnetostrictive sensor array is arranged along the ground ring beam to monitor the uneven settlement trend of the foundation in real time. A weathering rate prediction model based on the LSTM network is constructed to dynamically optimize the maintenance cycle parameters.

[0009] Furthermore, after conducting a typhoon and pedestrian flow coupled load simulation based on the repaired three-dimensional structural model, generating a three-dimensional activation plan in combination with dynamic commercial flow planning, and deploying an environmentally responsive monitoring network, the self-repair mechanism is activated. When the crack propagation rate exceeds a threshold, the following actions are performed: Activate the microcapsules in the shape memory mortar to release the healing agent; Adjusting the visual saliency of new components through electrochromic coatings; The shrinkage characteristics of the rattan support are utilized to adaptively compensate for structural deformation.

[0010] Based on the embodiments provided in this application, a variety of detection methods such as laser scanners, ground-penetrating radars, and temperature and humidity sensors are used to comprehensively and accurately obtain information such as surface deformation data, internal wall hollowing rate, mortar density, and environmental corrosion parameters of arcade buildings located in historical and cultural blocks. Compared with traditional single detection methods, this improves the accuracy and efficiency of detection and provides more accurate data support for subsequent reinforcement and repair. A dynamic material database containing the growth rules of salt crystallization in the gray-plastic layer is constructed, and the thermal expansion compatibility parameters of the paper-reinforced gray ratio and reinforced concrete components are calculated through a multi-scale stress matching algorithm. This allows for the precise selection and allocation of repair materials based on the specific conditions of the building, avoiding alkali cracking and visual fault problems caused by improper material adaptation, and improving the quality of repair.

[0011] Based on the three-dimensional structural model that integrates the coupling characteristics of vibration and corrosion, a wall reinforcement module, a foundation reinforcement module, and an earthquake-resistant reinforcement module are generated. The impact of environmental factors such as high humidity and frequent typhoons in the southern coastal areas on the building structure is fully considered, so that the reinforced buildings have better stability and durability in various complex environments, effectively extending the service life of the buildings. By performing typhoon and pedestrian coupling load simulation based on the repaired three-dimensional structural model and combining it with dynamic commercial flow line planning to generate a three-dimensional activation plan, it is not only possible to effectively protect the arcade buildings, but also to better adapt them to the needs of modern urban development and achieve revitalization and utilization. At the same time, the deployment of an environmentally responsive monitoring network can monitor the status of the building in real time, detect potential problems in a timely manner, and take corresponding measures, further ensuring the safety of the building. The arcade buildings located in historical and cultural blocks have profound historical value and regional characteristics. While protecting the safety of the building structure, the embodiments of the present application also help to preserve their unique cultural memory and traces of urban changes, which is of great significance for inheriting and promoting the arcade culture of the southern coastal areas. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] The drawings described herein are used to provide a further understanding of the embodiments of the present invention and constitute a part of this application. The illustrative embodiments of this application and their descriptions are used to explain this application and do not constitute an improper limitation on this application. In the drawings: Figure 1 This is a structural diagram of an optional historical and cultural block arcade building structure reinforcement, repair and diagnosis system according to an embodiment of the present application; Figure 2 This is a flow chart of an optional method for reinforcing and repairing arcade building structures in historical and cultural blocks according to an embodiment of the present application; Figure 3 This is a flowchart of another optional method for reinforcing, repairing and diagnosing the arcade building structure in a historical and cultural block according to an embodiment of the present application.

[0013] The purpose, features and advantages of the present invention will be further described with reference to the accompanying drawings and in conjunction with the embodiments. DETAILED DESCRIPTION

[0014] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. All other embodiments obtained by ordinary technicians in this field based on the embodiments of the present invention without making any creative efforts shall fall within the scope of protection of the present invention.

[0015] Alternatively, as Figure 1 As shown, the present application provides a system for reinforcing and repairing arcade building structures in historical and cultural blocks, comprising: Structural model building module 101 is used to use a laser scanner to obtain surface deformation data of the arcade building, simultaneously activate a ground-penetrating radar to detect the hollowing rate and mortar density inside the wall, and embed a temperature and humidity sensor to collect environmental corrosion parameters to establish a three-dimensional structural model that integrates the coupling characteristics of vibration and corrosion; The first repair module 102 is used to generate a wall reinforcement module, a foundation reinforcement module and an earthquake-resistant reinforcement module according to the three-dimensional structural model; The second repair module 103 is used to construct a dynamic material database containing the growth law of salt crystals in the lime-plastic layer, and calculate the thermal expansion compatibility parameters of the paper-reinforced lime ratio and reinforced concrete components through a multi-scale stress matching algorithm; The verification and planning module 104 is used to simulate the coupled loads of typhoon and human flow based on the repaired three-dimensional structural model, generate a three-dimensional activation plan in combination with dynamic commercial flow planning, and deploy an environmentally responsive monitoring network.

[0016] Alternatively, as Figure 2 As shown, the present application provides a method for reinforcing and repairing the arcade building structure in a historical and cultural block, comprising: In step S201, a laser scanner is used to acquire surface deformation data of the arcade building. A ground-penetrating radar is simultaneously activated to detect the hollowing rate and mortar density inside the wall. Temperature and humidity sensors are embedded to collect environmental corrosion parameters, and a three-dimensional structural model is established that integrates the coupled characteristics of vibration and corrosion. S202, generating a wall reinforcement module, a foundation reinforcement module, and an earthquake-resistant reinforcement module based on the three-dimensional structural model; S203, constructing a dynamic material database containing the growth law of salt crystals in the lime-plastic layer, and calculating the thermal expansion compatibility parameters of the paper-reinforced lime ratio and reinforced concrete components using a multi-scale stress matching algorithm; S204: Based on the repaired three-dimensional structural model, a typhoon and pedestrian flow coupled load simulation is conducted, a three-dimensional activation plan is generated in combination with dynamic commercial flow planning, and an environmentally responsive monitoring network is deployed.

[0017] The repaired three-dimensional structure model is a repaired three-dimensional structure model generated based on steps S201 to S203.

[0018] Based on the embodiments provided in this application, a variety of detection methods such as laser scanners, ground-penetrating radars, and temperature and humidity sensors are used to comprehensively and accurately obtain information such as surface deformation data, internal wall hollowing rate, mortar density, and environmental corrosion parameters of arcade buildings located in historical and cultural blocks. Compared with traditional single detection methods, this improves the accuracy and efficiency of detection and provides more accurate data support for subsequent reinforcement and repair. A dynamic material database containing the growth rules of salt crystallization in the gray-plastic layer is constructed, and the thermal expansion compatibility parameters of the paper-reinforced gray ratio and reinforced concrete components are calculated through a multi-scale stress matching algorithm. This allows for the precise selection and allocation of repair materials based on the specific conditions of the building, avoiding alkali cracking and visual fault problems caused by improper material adaptation, and improving the quality of repair.

[0019] Based on a three-dimensional structural model that integrates the coupling characteristics of vibration and corrosion, a wall reinforcement module, a foundation reinforcement module, and an earthquake-resistant reinforcement module were generated. This fully considered the impact of environmental factors such as high humidity and frequent typhoons in the southern coastal areas on the building structure, making the reinforced building more stable and durable in various complex environments, effectively extending the building's service life. By simulating the coupled loads of typhoons and pedestrian flows based on the repaired three-dimensional structural model and combining it with dynamic commercial flow planning to generate a three-dimensional revitalization plan, it is not only possible to effectively protect the arcade buildings located in historical and cultural blocks, but also to better adapt them to the needs of modern urban development and realize their revitalization and utilization. At the same time, the deployment of an environmentally responsive monitoring network can monitor the status of the building in real time, promptly identify potential problems and take appropriate measures, further ensuring the safety of the building.

[0020] The arcade buildings located in historical and cultural blocks have profound historical value and regional characteristics. While protecting the safety of the building structure, the embodiments of the present application also help preserve their unique cultural memory and traces of urban changes, which is of great significance for inheriting and promoting the culture of the southern coastal areas.

[0021] Furthermore, if Figure 3 As shown in Figure 1, the generation of the Vibration and Corrosion Coupled feature includes: S301: Using a typhoon path backtracking algorithm, historical typhoon wind pressure data and current crack distribution are temporally and spatially mapped to generate a wind-induced damage weight coefficient. S302, using the porous media mass transfer model, calculate the migration rate of salt in the masonry capillaries under high humidity conditions; S303 , using an acoustic-vibration coupling detection device, collecting resonance modal data of the structure at a simulated typhoon frequency in real time.

[0022] In the embodiment of the present application, the typhoon wind vibration-salt corrosion coupling damage model is determined based on the following formula: ; Where Wd is the wind-induced vibration-salt corrosion coupling damage index (≥1.0 requires reinforcement); Vk is the maximum wind speed of the k-th typhoon in history (m / s), obtained from the meteorological bureau data, for example, Vk∈[28,65] for typhoons along the southern coast; θk is the angle between the typhoon path of the k-th typhoon in history and the main facade of the building (radians), calculated using GIS geographic information; is the arcade corridor curvature correction coefficient (0.12 to 0.35 rad), determined by measuring the building orientation angle; Rh is the ambient humidity correction factor, Rh = 1 + 0.05 (annual average humidity -70); Cs is the salt crystal density on the brick surface (g / cm), measured by X-ray fluorescence spectrometry; td is the salt deposition time (years), td = exposure years / 10; η is the masonry pore tortuosity coefficient (1.2 to 3.5), measured by mercury intrusion porosimetry; Dp is the mortar density attenuation factor (0.6 to 1.0), Dp = 1-0.4 (hollowing rate / 100); exp is the exponential function with the natural constant e as the base; Based on the embodiments provided in this application, the historical wind pressure and crack distribution are mapped in time and space through the typhoon path backtracking algorithm, the wind vibration-salt corrosion coupling damage is accurately quantified, and the precise location of the damage source is achieved; the capillary migration path of salt is analyzed in combination with the porous medium mass transfer model, which significantly improves the prediction ability of structural durability in humid environments.

[0023] Furthermore, the wall reinforcement module includes a pressure grouting parameter optimization scheme based on the capillary penetration mechanism; the foundation reinforcement module includes a bionic topological layout model for ring beams; Among them, the pressure grouting parameter optimization scheme includes: A radial penetration model of grouting material in loose mortar is established based on the characteristics of non-Newtonian fluid; A dynamic programming algorithm was used to optimize the three-stage grouting pressure sequence: 0.1 to 0.2 MPa in the first stage to fill the main cracks, 0.3 to 0.4 MPa in the second stage to strengthen the bond, and 0.05 MPa in the third stage to compensate for shrinkage; The evolution of strain field during the solidification process of grouting is monitored in real time by distributed optical fiber sensors; In the embodiment of the present application, the three-stage grouting dynamic optimization equation is: ; Among them, P1, P2, and P3 are the three-stage grouting pressures (MPa), optimization variables, and constraints: 0.1≤P1≤0.2, 0.3≤P2≤0.4, P3=0.05; Ri Pi is the penetration radius of stage i (cm); Ti is the theoretical solidification time of each stage (h), Ti=12e -0.3Pi ; μi is the process standard coefficient (0.85 to 1.15), which is set according to the traditional process database of southern coastal areas; Δ is the strain inhomogeneity; lim is the allowable strain difference threshold (0.15%), which is determined by the distributed optical fiber monitoring data; λ is the strain penalty factor (which can be 10 4 ), when Δ >0.15%; max(0,Δ - lim) is taken as 0 and Δ - The maximum value among lim.

[0024] The bionic topological layout model of the ground ring beam is generated through the following steps: Acoustic emission tomography is used to locate stress concentration areas along the foundation force transmission path. Generate a bionic ring beam branch configuration based on the fractal structure of the mangrove root system in the southern coastal area; The deformation coordination between the newly added ring beam and the original stone foundation is achieved through shape memory alloy hinged nodes.

[0025] Based on the embodiments provided in this application, the three-stage grouting pressure optimization scheme controls the grouting diffusion range through the non-Newtonian fluid penetration model, the dynamic programming algorithm balances the contradiction between penetration depth and solidification shrinkage, and distributed optical fiber monitoring provides real-time feedback on the evolution of the strain field to effectively prevent secondary cracking; the bionic ring beam topology design is based on the fractal characteristics of the mangrove root system to achieve mechanical coordination and morphological fusion between the new structure and the original foundation.

[0026] Furthermore, the multi-scale stress matching algorithm includes: A molecular dynamics model of the interaction between paper reinforced ash fibers and salt crystals was established at the microscopic scale; and a phase field method was used to simulate the crack propagation path at the interface between the ash plastic layer and concrete at the mesoscopic scale. In the embodiment of the present application, the phase field equation of the gray-plastic interface crack is as follows: ; ; in, is the crack phase field variable, 0: complete, 1: completely cracked, ; is the phase field mobility (m² / (s·J)); is the interfacial energy gradient coefficient (J / m²), for example, it can be taken as 0.15; is the salt ion concentration field (mol / m³); is the critical crystallization concentration (mol / m³); is the crystal coupling coefficient, for example, it can be taken as 0.12; is the thermal-chemical coupling coefficient, for example, it can be taken as 5×10 -4 ; is the temperature field; in, It is used to describe the phase field diffusion driven by crack interface energy and reflect the influence of the material properties of the gray plastic layer on cracking; Control the phase field evolution path for the double-well potential function and quantify the material damage threshold; Reflects the salt ion concentration gradient under the high temperature and high humidity environment of Nanyang ( ) and temperature gradient ( ) to reveal the acceleration mechanism of deliquescence-crystallization cycle on crack propagation.

[0027] The strain coordination of the overall structure is verified by digital images at the macro scale.

[0028] Based on the embodiments provided in this application, the multi-scale stress matching algorithm reveals the fiber-salt crystallization interaction mechanism at the microscopic level, the mesoscopic phase field method accurately predicts the interface crack propagation trend, and the macroscopic digital image verifies the overall strain coordination, systematically solving the problem of thermal expansion differences between traditional materials and modern components.

[0029] Furthermore, after constructing a dynamic material database that includes the growth patterns of salt crystals in the lime-plastic layer and calculating the thermal expansion compatibility parameters of the paper-reinforced lime mix and reinforced concrete components using a multi-scale stress matching algorithm, a style continuity verification was performed, including: Construct the fractal evolution equation of gray plastic texture and calculate the Hausdorff dimension difference between the repaired surface and the original decoration; Multispectral imaging methods are used to extract the fading gradient of historical bricks and stones, and to optimize the dyeing process parameters of new bricks. A soundscape reconstruction system is deployed to collect the typical sound pattern characteristics of raindrops hitting the eaves of a century-old arcade as an acceptance benchmark.

[0030] Based on the embodiments provided in this application, the Hausdorff dimension difference quantifies the geometric fractal differences between the restored surface and the original decoration, multispectral imaging restores the historical brick and stone fading gradient, and the soundscape reconstruction system captures the sound pattern characteristics of raindrops hitting the eaves, realizing the visual, tactile, and auditory multi-dimensional verification of the style continuity.

[0031] Furthermore, the typhoon and human flow coupled load simulation includes: The coupling equation of the vortex wind velocity field and the tourist social force model was established to calculate the composite vibration amplitude of the corridor columns. The discrete element method is used to simulate the loss of particles in the reinforcement nodes caused by heavy rain infiltration; The post-disaster structural redundancy is verified through anti-progressive collapse analysis, and the escape route width parameters are dynamically adjusted.

[0032] Furthermore, dynamic commercial flow planning is achieved through the following methods: Construct a spatial conflict matrix of visitor heat maps and load-bearing wall distribution; The visual interference index is verified by projecting holographic projections of historical shop signs through augmented reality equipment.

[0033] Based on the embodiments provided in this application, the vortex-social force coupling model accurately calculates the structural vibration response under the superimposed loads of crowd gathering and typhoon, the discrete element rainstorm penetration simulation reveals the particle loss mechanism, and the anti-progressive collapse analysis dynamically optimizes the post-disaster escape route to improve the structural resilience under complex disasters.

[0034] Furthermore, the environmentally responsive monitoring network includes: pH-responsive hydrogel microspheres are embedded in the gray plastic layer, and their color changes reflect the depth of acid rain erosion. A magnetostrictive sensor array is arranged along the ground ring beam to monitor the uneven settlement trend of the foundation in real time. A weathering rate prediction model based on the LSTM network is constructed to dynamically optimize the maintenance cycle parameters.

[0035] pH-responsive hydrogel microspheres enable in-situ visual monitoring of the depth of acid rain erosion, magnetostrictive sensors capture the trend of uneven foundation settlement, and LSTM networks predict weathering rates to build an environmentally responsive maintenance decision-making system.

[0036] Furthermore, after conducting a typhoon and pedestrian flow coupled load simulation based on the repaired 3D structural model, generating a 3D activation plan in combination with dynamic commercial flow planning, and deploying an environmentally responsive monitoring network, the self-repair mechanism is activated. When the crack propagation rate exceeds the threshold, the following actions are taken: Activate the microcapsules in the shape memory mortar to release the healing agent; Adjusting the visual saliency of new components through electrochromic coatings; The shrinkage characteristics of the rattan support are utilized to adaptively compensate for structural deformation.

[0037] Based on the embodiments provided in this application, shape memory mortar microcapsules achieve self-repair of cracks, the electrochromic coating dynamically adjusts the visual prominence of newly added components, and the shrinkage characteristics of the wicker support adaptively compensate for deformation, forming a triple intelligent response protection mechanism.

[0038] It should be noted that in this application, the embodiments implemented by the system for reinforcing and repairing the diagnostic system for arcade buildings in historical and cultural blocks can be referenced with the embodiments implemented by the method for reinforcing and repairing the diagnostic method for arcade buildings in historical and cultural blocks, and this application will not go into details one by one.

[0039] The above are only preferred embodiments of the present invention and are not intended to limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made using the contents of the present invention description and drawings, or directly or indirectly applied in other related technical fields, are also included in the patent protection scope of the present invention.

Claims

1. A reinforcement and repair diagnostic system for arcade buildings in historical and cultural blocks, characterized by: include: The structural model building module uses a laser scanner to obtain surface deformation data of the arcade building, simultaneously activates a ground-penetrating radar to detect the hollowing rate and mortar density inside the wall, and embeds temperature and humidity sensors to collect environmental corrosion parameters to establish a three-dimensional structural model that integrates the coupling characteristics of vibration and corrosion. A first repair module is used to generate a wall reinforcement module, a foundation reinforcement module and an earthquake-resistant reinforcement module according to the three-dimensional structural model; The second repair module is used to build a dynamic material database containing the growth law of salt crystals in the lime-plastic layer, and calculate the thermal expansion compatibility parameters of the paper-reinforced lime ratio and reinforced concrete components through a multi-scale stress matching algorithm; The verification and planning module is used to simulate the coupled typhoon and pedestrian flow loads based on the repaired 3D structural model, generate a 3D activation plan based on dynamic commercial flow planning, and deploy an environmentally responsive monitoring network.

2. A method for reinforcing and repairing arcade building structures in historical and cultural blocks, the method being implemented based on the system of claim 1, characterized in that: include: A laser scanner was used to acquire surface deformation data of the arcade building. A ground-penetrating radar was simultaneously used to detect the hollowing rate and mortar density inside the wall. Temperature and humidity sensors were embedded to collect environmental corrosion parameters, and a three-dimensional structural model was established that integrated the coupled characteristics of vibration and corrosion. Generate a wall reinforcement module, a foundation reinforcement module and an earthquake-resistant reinforcement module according to the three-dimensional structural model; A dynamic material database containing the growth patterns of salt crystals in the lime-plastic layer was constructed, and the thermal expansion compatibility parameters of the paper-reinforced lime mix and reinforced concrete components were calculated using a multi-scale stress matching algorithm. Based on the repaired three-dimensional structural model, a typhoon and pedestrian flow coupled load simulation was carried out, and a three-dimensional activation plan was generated in combination with dynamic commercial flow planning, and an environmentally responsive monitoring network was deployed.

3. The method for reinforcing and repairing the arcade building structure in the historical and cultural block according to claim 2 is characterized in that: The generation of the vibration and corrosion coupling feature includes: Using the typhoon path backtracking algorithm, historical typhoon wind pressure data and current crack distribution are temporally and spatially mapped to generate wind-induced damage weight coefficients. The migration rate of salt in masonry capillaries under high humidity environment is calculated by using the porous media mass transfer model. The acoustic-vibration coupling detection device is used to collect the resonance modal data of the structure at the simulated typhoon frequency in real time.

4. The method for reinforcing and repairing the arcade building structure in the historical and cultural block according to claim 2 is characterized in that: The wall reinforcement module includes a pressure grouting parameter optimization scheme based on the capillary penetration mechanism; The foundation reinforcement module includes a bionic topological layout model of the ring beam; The pressure grouting parameter optimization scheme includes: A radial penetration model of grouting material in loose mortar is established based on the characteristics of non-Newtonian fluid; A dynamic programming algorithm was used to optimize the three-stage grouting pressure sequence: 0.1 to 0.2 MPa in the first stage to fill the main cracks, 0.3 to 0.4 MPa in the second stage to strengthen the bond, and 0.05 MPa in the third stage to compensate for shrinkage; The evolution of strain field during the solidification process of grouting is monitored in real time by distributed optical fiber sensors; The bionic topological layout model of the ground ring beam is generated by the following steps: Acoustic emission tomography was used to locate stress concentration areas along the foundation's force transmission path. A bionic ring beam branch configuration was generated based on the fractal structure of mangrove root systems along the southern coast. The deformation coordination between the newly added ring beam and the original stone foundation is achieved through shape memory alloy hinged nodes.

5. The method for reinforcing and repairing the arcade building structure in the historical and cultural block according to claim 2 is characterized in that: The multi-scale stress matching algorithm includes: Establish a molecular dynamics model of the interaction between paper ash fibers and salt crystals at the microscopic scale; The phase field method is used to simulate the crack propagation path at the interface between the gray plastic layer and concrete at the mesoscopic scale. The strain coordination of the overall structure is verified by digital images at the macro scale.

6. The method for reinforcing and repairing the arcade building structure in the historical and cultural block according to claim 2 is characterized in that: After constructing a dynamic material database containing the growth law of salt crystals in the ash-plastic layer and calculating the thermal expansion compatibility parameters of the paper-reinforced ash ratio and reinforced concrete components using a multi-scale stress matching algorithm, a style continuity verification is performed, including: Construct the fractal evolution equation of gray plastic texture and calculate the Hausdorff dimension difference between the repaired surface and the original decoration; Multispectral imaging methods were used to extract the fading gradients of historical masonry and to optimize the process parameters for dyeing new bricks; A soundscape reconstruction system was deployed to collect the typical sound pattern characteristics of raindrops hitting the eaves of a century-old arcade as the acceptance benchmark.

7. The method for reinforcing and repairing the arcade building structure in the historical and cultural block according to claim 2 is characterized in that: Typhoon and crowd flow coupled load simulation includes: The coupling equation of the vortex wind velocity field and the tourist social force model was established to calculate the composite vibration amplitude of the corridor columns. The discrete element method is used to simulate the loss of particles in the reinforcement nodes caused by heavy rain infiltration; The post-disaster structural redundancy is verified through anti-progressive collapse analysis, and the escape route width parameters are dynamically adjusted.

8. The method for reinforcing and repairing the arcade building structure in the historical and cultural block according to claim 2 is characterized in that: Dynamic commercial flow planning is achieved through the following methods: Construct a spatial conflict matrix of visitor heat maps and load-bearing wall distribution; The visual interference index is verified by projecting holographic projections of historical shop signs through augmented reality equipment.

9. The method for reinforcing and repairing the arcade building structure in the historical and cultural block according to claim 2 is characterized in that: The environmental responsive monitoring network includes: pH-responsive hydrogel microspheres are embedded in the gray plastic layer, and their color changes reflect the depth of acid rain erosion. An array of magnetostrictive sensors is deployed along the ground ring beam to monitor the uneven foundation settlement trend in real time; A weathering rate prediction model based on LSTM network is constructed to dynamically optimize maintenance cycle parameters.

10. The method for reinforcing and repairing the arcade building structure in the historical and cultural block according to claim 2 is characterized in that: After conducting a typhoon and pedestrian flow coupled load simulation based on the repaired three-dimensional structural model, generating a three-dimensional activation plan in combination with dynamic commercial flow planning, and deploying an environmentally responsive monitoring network, the self-repair mechanism is activated. When the crack propagation rate exceeds a threshold, the following actions are performed: Activate the microcapsules in the shape memory mortar to release the healing agent; Adjusting the visual saliency of new components through electrochromic coatings; The shrinkage characteristics of the rattan support are utilized to adaptively compensate for structural deformation.

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