岩土与地下工程 2026年 第卷 第04期

DOI: 10.7672 / sgjs2026040062

地铁车站横向洞盖法管幕加固施工技术研究

吴兆鹏,都方竹

作者简介:

吴兆鹏,硕士,助理工程师,E⁃mail:847696935@ qq. com

作者单位:

山东建筑大学土木工程学院,山东济南 250101

基金项目:

∗山东省自然科学基金(ZR2024QE156)

摘要:

依托济南市某换乘车站研究横向管幕的承载机理,通过建立车站主体与管幕支护结构的三维有限元模型,分析管幕支护在横向洞盖法工程中的加固效果。基于数值模拟结果,对横向管幕的施工组织和方案进行优化,提出具体的施工控制措施。结果表明,施作管幕可以最大降低地表约 50%的沉降量,横向管幕通过在施工区域周围形成封闭的刚性支护框架,能够承载和分散地层压力,有效控制施工过程中的地层沉降,特别是在车站开挖的关键扰动区域,验证了管幕结构在实际施工中提供的支持和保护作用。

English:

Based on the study of a transfer station in Jinan City, the load⁃bearing mechanism of horizontalpipe curtains was investigated. A three⁃dimensional finite element model of the station main structure andpipe curtain support system was established to analyze the reinforcement effect of the pipe curtain supportin horizontal hole cover method engineering. According to numerical simulation results, the constructionorganization and scheme of horizontal pipe curtains were optimized, and specific construction controlmeasures were proposed. The results show that installing pipe curtains can reduce surface settlement byapproximately 50% in both horizontal and vertical directions. Horizontal pipe curtains form a sealed,rigid support framework around the construction area, enabling them to bear and disperse stratumpressure, effectively controlling stratum settlement during construction, particularly in key disturbedzones during station excavation. This validates the supportive and protective role of pipe curtain structuresin practical construction.