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Its core contents include inspection items, assessment methods, and grading criteria for the assessment results**.  \n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788801748241_drevs0wg_19ba561ae8.jpg)\n\n### Inspection Items  \n1. **Structural Safety Assessment**: Focus on checking the integrity of load-bearing components (beams, slabs, columns, and walls), such as concrete cracking, steel bar corrosion, and masonry weathering. For prefabricated slab houses, special attention should be paid to the firmness of slab connections, the aging of waterproof layers, the degree of steel bar corrosion, and changes in structural load-bearing capacity. For example, cracks at the joints of prefabricated slabs or corrosion of connecting elements may affect overall stability.  \n2. **Foundation and Substructure Stability**: Evaluate the foundation's bearing capacity by observing whether the house exhibits uneven settlement (e.g., window and door deformation, wall cracks), checking the condition of apron drains and drainage systems, and inspecting basements for water seepage or structural deformation. If the tilt measurement data exceeds the allowable limits specified in regulations (e.g., those stipulated in the 'Code for Design of Building Foundation'), further analysis of the causes is required.  \n3. **Building Envelope System Inspection**: This covers the aging of roof waterproof layers, the hollowing and peeling of exterior wall finishes, and the airtightness of windows and doors. 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Suspected deteriorated materials (e.g., severely carbonated concrete) should be sampled and sent to a laboratory for compressive and tensile strength analysis.  \n2. **Computational Analysis**: Establish a structural finite element model based on inspection data to simulate the load-bearing capacity and deformation of components under load. Seismic assessment should verify whether the structure meets the requirements of 'remaining intact under minor earthquakes, being repairable under moderate earthquakes, and not collapsing under major earthquakes' in conjunction with the local seismic fortification intensity (e.g., an 8-degree fortification area).  \n3. **Comparison with Historical Data**: Retrieve original design drawings, construction records, and annual maintenance files to compare the current condition with the original design deviations. 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