岩土与地下工程 2026年 第卷 第04期

DOI: 10. 7672 / sgjs2026040086

软土地层机械法沉井施工技术及环境影响规律分析

蒋晓天

作者简介:

蒋晓天,高级工程师,E⁃mail:skyjxt@ 126. com

作者单位:

上海城建市政工程(集团)有限公司,上海 200032

基金项目:

∗上海市住房和城乡建设管理委员会 2025 年度科研项目:机械掘进式沉井工法受力理论体系及工业化快速施工技术(沪建科 2025⁃001⁃013)

摘要:

随着城市地下空间开发需求的增长,受制于交通、地下管线、邻近建筑等环境因素的影响,城市竖井建设面临诸多挑战。机械法沉井施工技术凭借其自动化、智能化和机械化的特点,逐渐成为解决这些问题的有效手段。以泰和污水处理厂扩建工程 THK1.3 标中的 E⁃30 和 E⁃31 工作井为依托,介绍了机械法沉井施工技术的装备选型、环境保护措施及施工过程中的实测数据分析。研究结果表明:通过增加环梁底部加固长度和设置永久拉森钢板桩的措施,可显著减小施工过程中周边管线的位移;机械法沉井施工过程中,深层土体水平测斜曲线呈现中部大、两端小的规律,且峰值位于环梁梁底加固与原状土界面之间,土体沉降及深层水平测斜数值变化速率随开挖深度呈先快后慢的规律。

English:

With the increasing demand for urban underground space development, urban shaftconstruction faces numerous challenges due to environmental factors such as traffic, undergroundpipelines, and adjacent buildings. The mechanical sinking shaft construction technology, characterizedby its automation, intelligence, and mechanization, has gradually become an effective means to addressthese issues. Based on the E⁃30 and E⁃31working shafts in the THK1.3 section of the Taihe WastewaterTreatment Plant expansion project, this paper introduces the equipment selection, environmentalprotection measures, and actual measurement data analysis during the construction process of mechanicalsinking shaft technology. The research results show that by increasing the reinforcement length at thebottom of the ring beam and setting up permanent Larsen steel sheet piles, the displacement ofsurrounding pipelines during the construction process can be significantly reduced. During the mechanicalsinking shaft construction process, the horizontal inclinometer curve of the deep soil layer exhibits apattern of being large in the middle and small at both ends,with the peak located between the reinforcedbottom of the ring beam and the undisturbed soil interface. The rate of change in soil settlement and deephorizontal inclinometer values follows a pattern of being fast initially and then slowing down withincreasing excavation depth.