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富水砂层盾构液氮冻结温度场实测研究OA

Experimental Study on the Temperature Field of Liquid Nitrogen Freezing of Shield Tunneling in Water-rich Sand Layers

中文摘要英文摘要

以粤东城际铁路大直径泥水盾构液氮冻结开仓工程为背景,针对富水砂层大直径盾构开仓过程中液氮冻结温度场演化规律不明确、地下水干扰影响缺乏量化依据等问题,现场布设了 48个冻结孔和5个测温孔,获取了全周期温度场数据,开展了现场实测研究,分析了冻结帷幕发展规律,识别了冻结盲区并探究了其成因.研究结果表明,液氮冻结技术在富水砂层大直径盾构冻结开仓工况中具备可行性,冻土最慢发展速度为111 mm/d,帷幕厚度达1.8~2.2 m;地下水流动是导致局部冻结滞后的关键因素,抽水井封闭后降温速率提升了 39%.常规单排孔方案存在不均匀冻结风险,因此建议采用双排孔布置与液氮-二氧化碳混合制冷模式,并加强了冻结前环境预控,最终提升了工程的安全性与经济性.

Based on the liquid nitrogen freezing opening project for shield chamber opening of a large-diameter slurry shield in the Eastern Guangdong Intercity Railway,this study addresses the unclear evolution of the temperature field during liquid nitrogen freezing and the lack of quantitative evidence regarding groundwater interference of the project in water-rich sand layers.A field monitoring system consisting of 48 freezing holes and 5 temperature-mea-suring holes was installed to obtain full-cycle temperature field data.Field measurements were conducted to analyze the development of the frozen curtain,identify the freezing blind zone,and investigate its causes.The results showed that liquid nitrogen freezing is feasible.The slowest freezing development speed reached 111 mm/d,and the frozen curtain thickness attained 1.8~2.2 m;Groundwater flow was the key factor causing local freezing lag;After sealing the pumping wells,the cooling rate increased by 39%.The conventional single-row hole layout poses a risk of non-uniform freezing.Therefore,a combination of double-row hole arrangement with a liquid-nitrogen-CO2 hy-brid refrigeration mode was recommended.Pre-freezing environmental control was also enhanced,improving both the safety and economy of the project.

王晓彤

广东水电二局股份有限公司,广东 广州 510000

交通工程

盾构开仓液氮冻结冻结盲区温度场富水砂层

shield chamber openingliquid nitrogen freezingfreezing blind zonetemperature fieldwater-rich sand layer

《市政技术》 2026 (3)

194-200,209,8

10.19922/j.1009-7767.2026.03.194

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