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现代隧道技术 2015, Vol. 52 Issue (4) :49-54    DOI:
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南京纬三路过江通道工程盾构段施工风险评估
中交隧道工程局有限公司
Construction Risk Assessment for the Shield-Driven Section of the Nanjing Weisan Road River-Crossing Project
CCCC Tunnel Engineering Company Ltd
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摘要 由于地质条件的复杂性及不可预见性,水下盾构隧道施工安全风险评估已经成为地下工程研究的重要课题。文章以南京纬三路过江通道工程为背景,对盾构段施工风险因素的辨识和施工风险的评价进行了分析,并制定了各风险因素的控制措施。分析结果表明:南京纬三路过江通道带压开舱作业是盾构长距离穿越高水压、强透水复合地层时风险控制的首要目标,可以从减少开舱更换刀具的次数、设定合理的切口压力及确保开挖面形成稳定泥膜等方面降低风险;盾构掘进过程的风险控制,主要通过检测盾构掘进参数的变化、停机分析参数异常原因等方面进行;各种风险应急预案和应急物资设备等风险控制措施的完备,也是减少风险损失的重要措施。该研究对类似工程的风险分析和控制有参考意义。
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关键词水下盾构隧道     风险评估     风险控制     
Abstract: Because of the complexity and uncertainty of geological conditions, risk assessments for the construction safety of underwater shield tunnels have become an important research topic in underground engineering. Based on the Nanjing Weisan Road river-crossing tunnel construction, this paper analyzes the identification of construction risk factors and evaluation of construction risks in the shield-driven section and formulates control measures for the various risk factors. The analysis results show that hyperbaric intervention in the shield chamber is the primary goal of risk control for such shield tunnels as the Nanjing Weisan Road river-crossing tunnel, which passes through mixed ground with high water pressure and permeability for long distances. Risk may be reduced by reducing the changing times of cutters, setting a reasonable face support pressure and ensuring the formation of a stable filter cake on the working face. Risk during the process of shield tunnelling is mainly controlled by the detection of shield tunnelling parameters and cause analysis of parameter anomalies while the shield machine is shut down; complete risk control measures, such as a risk emergency plan and emergency supplies, are also important measures for reducing risks.
KeywordsShield tunnel   ,   Risk assessment  ,   Risk control     
基金资助:

交通部建设科技项目(2013 318 Q03 030)

作者简介: 姚占虎(1977-),男,高级工程师,主要从事盾构法隧道施工技术与管理工作, E-mail: 379358063@qq.com
引用本文:   
.南京纬三路过江通道工程盾构段施工风险评估[J]  现代隧道技术, 2015,V52(4): 49-54
.Construction Risk Assessment for the Shield-Driven Section of the Nanjing Weisan Road River-Crossing Project[J]  MODERN TUNNELLING TECHNOLOGY, 2015,V52(4): 49-54
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