PC 工法桩新型低碳支护体系在软土基坑工程中的应用
作者简介:
钟铮,正高级工程师,国家注册土木工程师(岩土),E⁃mail: zhongzheng@ scg. cn
作者单位:
上海建工集团股份有限公司,上海 200080
基金项目:
上海市住房和城乡建设管理委员会科研项目(沪建科 2025⁃002⁃043);上海建工集团股份有限公司重点科研项目(25JCSF⁃11)
摘要:
在“双碳”目标时代大背景下,为改善传统支护结构在风控、工效、污染等方面的不足,基于对 PC 工法桩新型围护结构的深入研究,针对其在基坑工程中采用的刚度理论、设计方法和技术经济分析等进行详细介绍,并具体阐述了将 PC 工法桩与 DPS 斜桩撑及预应力型钢组合支撑分别组合所形成的装配式可回收支护体系应用于不同深度软土深基坑中的技术优势、关键节点及施工效果,指出这类新型低碳支护体系安全可靠、绿色环保、高效节能,不仅能显著缩短工程工期,还能有效降低项目成本。

English:
In the context of the ambitious “Dual Carbon” goals era, in order to improve the deficienciesof traditional supporting structures in risk control, efficiency, pollution and so on, based on the in⁃depthstudy of the new retaining wall of PC pile, the stiffness theory, design method and techno⁃economicanalysis of PC pile applied to excavation are described specifically, the technical advantages, criticalnodes and construction effects of prefabricated recycled supporting system formed by combining PC pilewith DPS inclined pile and prestressed steel composite support respectivelywhich are applied to deepfoundation excavation of different depths in soft soils are elaborated in detail. The results show that thisnew type of low⁃carbon support system is safe, reliable, green, efficient and energy⁃saving,which cannot only significantly shorten the project period, but also can effectively reduce the project cost.