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Appropriate treatment measures need to be taken according to the specific situation.**\n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788442445922_71pktgg1_e1ff5a5d8f.jpg)\n\nIf the roof cracks due to a lack of curing after concrete pouring, with hot weather causing rapid water evaporation, rapid concrete solidification, and the inability of internal air bubbles to escape, resulting in cracks, it is necessary to water the concrete after pouring to prevent excessive water loss and allow the internal air bubbles to escape.\n\nImproper steel bar placement, where adding steel bars randomly changes the overall tensile force and leads to inconsistent shrinkage and solidification, can also cause cracks. In this case, it is necessary to re-evaluate the steel bar placement plan to ensure that the steel bar placement meets the requirements of structural mechanics and avoid the recurrence of cracks due to steel bar problems.\n\nWhen using the 3D steel bar truss floor panel prefabricated construction process, cracks may appear at the splicing positions of the prefabricated bottom formwork panels because stress changes occur at the splices and the bonding strength between the panels does not meet expectations. If the cracks do not affect the safety of the main structure of the house, the project department will introduce rectification and compensation plans, such as property fee reductions. If they affect structural safety, reinforcement measures need to be taken.\n\nCracks caused by incorrect material ratios or construction and maintenance problems usually appear at the splices of prefabricated panels or on the underlying mortar. 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