地铁区间盾构与联络通道冻结加固同步施工技术方案及应用分析

Construction Scheme and Application Analysis of Synchronous Construction of Subway Shield Tunnels and Freezing Reinforcement for Cross Passages

  • 摘要: 以北京地铁7号线东延工程为例,为确保线路开通运营工期节点,车站机电安装与装修、区间盾构掘进及冻结法联络通道施工需同步进行。基于此,现场施工综合考虑工期、场地条件(地面、车站内及区间隧道内)、冻结效果及成本,提出2个联络通道冻结共用1个冻结站,即将冻结站设在已贯通隧道的2个联络通道中间位置的施工技术方案,通过优化冻结站机组选型、冻结管路布置、管片预加固支架体系等技术措施,实现区间盾构及冻结加固同步施工。根据施工过程监测及数据分析,总结冻结壁发展规律及通道安全开挖条件,同时对现场冷却水温度、环境温度升高等问题提出应对措施。通过实践证明该施工方案及相关技术措施安全、有效、可行。

     

    Abstract: Taking the east extension project of Beijing Metro Line 7 as a project case, in order to ensure the sched? ule of the opening and operation of the line, the mechanical and electrical installation and decoration of stations,construction of shield tunnels and freezing for cross passages had to be carried out simultaneously. Based on this,during construction, the construction schedule, site conditions (ground surface and interior of stations and tunnels),freezing effect and cost were comprehensively considered, the construction technical scheme that two cross passages share one freezing station was proposed, that is, the freezing station was located in the middle of two cross passages of the tunnel that has achieved breakthrough. By means of optimizing the selection of freezing station units, layout of freezing pipeline, tunnel segment pre-reinforcement support system and other technical measures, synchronous construction of shield tunnels and freezing reinforcement was achieved. According to monitoring and data analysis of the construction process, the development law of the freezing wall and the conditions for the safe excavation of the passages were summarized, and countermeasures for the problems were proposed, such as rise of the cooling water temperature on the site and the ambient temperature. The results show that the construction scheme and relevant technical measures are safe, effective and feasible.

     

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