平度污水处理厂多单体天然地基换填施工技术OA
在多单体结构的污水处理厂建设中,天然地基开挖后常因局部地质差异出现基底未达设计持力层的情况,需通过换填法进行地基加固.该研究以系统性施工控制为目标,围绕换填工艺的核心环节,构建涵盖基槽精准开挖、基底处理、分层摊铺与压实,以及全过程质量检验的完整技术体系.通过实施严格的材料控制与分层压实工艺管理,结合现场静载荷试验验证,确保地基承载力的有效达成.研究成果形成适用于多单体、异形基础条件下的标准化换填施工方法,为类似复杂工程的地基处理提供可复制的技术路径与实践依据.
In the construction of multi-unit wastewater treatment plants,situations often arise where the excavated natural foundation does not reach the designed bearing stratum due to localized geological variations,necessitating ground improvement via the replacement method.Aiming for systematic construction control,this study establishes a complete technical system focusing on the core aspects of the replacement process,including precise trench excavation,subgrade treatment,layered spreading and compaction,and full-process quality inspection.Through the implementation of strict material control and layered compaction process management,combined with validation via field static load tests,the effective achievement of foundation bearing capacity is ensured.The research results form a standardized replacement construction method suitable for multi-unit structures with irregular foundations,providing a replicable technical pathway and practical reference for ground treatment in similar complex projects.
谭浩林;赵六杰;李林;邓美旭
青岛齐安建工有限公司,山东 青岛 266700青岛市政监理咨询有限公司,山东 青岛 266700山东省路桥集团有限公司,济南 250014山东科技大学,山东 青岛 266590
建筑与水利
地基换填多单体结构污水处理厂施工技术质量控制
foundation replacementmulti-unit structurewastewater treatment plantconstruction technologyquality control
《科技创新与应用》 2026 (24)
185-188,4
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