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Excessive temporary load accumulation on the second-floor slab**  \nAs a prefabricated component, the load-bearing capacity of a prefabricated slab is clearly defined during design. If the temporary load accumulated on the second-floor slab (such as building materials or heavy equipment) exceeds its design load-bearing capacity, it can cause the prefabricated slab to break and fall due to brittle fracture. For example, the prefabricated slab fracture incident at Fengshouchang, Guanba Town, Zhong County, Chongqing, was initially judged to be caused by excessive temporary load accumulation on the second-floor slab. Such accidents often occur in construction or storage scenarios where the load is concentrated and lacks dispersion measures, directly impacting the prefabricated slab structure.\n\n**2. Natural aging, unauthorized structural modifications, overloading, and adjacent construction impacts**  \nAfter long-term use, the prefabricated slab may experience a decrease in strength due to natural aging phenomena such as concrete carbonation and steel reinforcement corrosion. If the homeowner unauthorizedly modifies the house structure (such as removing partition walls or renovating the roof), it can disrupt the original load-bearing system. Overloading (such as adding large water tanks or stacking heavy objects) or vibrations from adjacent construction sites can also exacerbate house damage. These factors, acting alone or in combination, may trigger partial or complete roof collapse.\n\n**3. Poor structural integrity and unauthorized additions**  \nSome prefabricated slab houses have poor structural integrity due to design or construction defects (such as weak connection joints or a lack of lateral support). If multiple unauthorized additions (such as adding floors or mezzanines) are made on this basis, it can lead to severe overloading of load-bearing brick columns and roof loads. For example, the collapse incident at Juxian Restaurant in Xiangfen County, Linfen City, Shanxi Province, was caused by multiple unauthorized additions to the building, resulting in the load on the load-bearing brick columns and the second-floor roof of the north building far exceeding the design values, ultimately triggering a complete collapse. In such accidents, external factors such as heavy rainfall may further weaken structural stability.\n\n**4. Blind removal of load-bearing structures**  \nWithout professional assessment and reinforcement measures, blindly removing key structures such as the bottom-floor load-bearing transverse walls and internal longitudinal walls can interrupt the load transfer path of the upper structure. At this point, secondary components such as floor ring beams may be unable to bear the loads transferred from the upper walls and floors, leading to continuous collapse of the house from the bottom up. The collapse incident of the auxiliary building on Youche Road, Songling Subdistrict, Wujiang District, Suzhou City, Jiangsu Province, is a typical case, with the direct cause being the large-scale removal of the bottom-floor load-bearing structure without taking reinforcement measures.",false,{"id":211,"documentId":212,"name":213,"alternativeText":214,"caption":27,"focalPoint":27,"width":119,"height":119,"formats":215,"hash":236,"ext":217,"mime":220,"size":237,"url":238,"previewUrl":27,"provider":147,"provider_metadata":27,"createdAt":239,"updatedAt":239,"publishedAt":240},13995,"v9s0lqds1jxj4dikljat3iis","import_1788378746758_dsvmvnkc_ef7a3c563d.png","Container House 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