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微型顶盾施工技术关键问题及解决方案的应用研究

Application Research on Key Problems and Solutions of Micro Top Shield Construction Technology

  • 摘要: 微型顶盾施工技术在复杂地层应用中存在管节抱死、密封失效、顶力不足及地表沉降超标等问题,这些问题严重影响施工效率和安全性。为解决上述难题,本文以某市天然气高压管网工程为研究对象,提出了一套系统性解决方案,旨在提高施工效率、保障施工安全,并有效控制地表沉降。本文通过现场数据采集与参数分析,对泥浆配方和注浆工艺进行优化。同时,引入分阶段顶力控制策略和冗余密封设计,并建立动态泥浆压力调控系统及沉降监测预警机制,以实现施工过程的精细化管理和风险控制。优化后的施工方案取得了显著成效:顶力峰值降低23%,地表沉降控制在3 mm以内,单日掘进速度提升了75%,泥浆消耗量减少了33%。这些结果表明,所采取的措施在提高施工效率、降低资源消耗和控制施工风险方面具有显著优势。由此可得出研究结论:分阶段顶力控制与动态泥浆注入能够有效缓解管节抱死问题;冗余密封设计与设备联动优化能保障协同作业密封性,双液注浆工艺结合闭环压力控制显著抑制地表沉降,这些措施为复杂地层长距离施工提供可靠技术支撑,具有重要的工程应用价值。

     

    Abstract: In the application of micro-shield construction technology in complex strata, there are some problems such as pipe joint lock, seal failure, insufficient jacking force and excessive surface settlement, which seriously affect the construction efficiency and safety. In order to solve the above problems, this paper takes the natural gas high-pressure pipe network project of a city as the research object, and puts forward a set of systematic solutions to improve the construction efficiency, ensure the construction safety, and effectively control the surface settlement. In this paper, through the field data collection and parameter analysis, the mud formula and grouting technology are optimized. At the same time, the phased jacking force control strategy and redundant seal design are introduced, and the dynamic mud pressure control system and settlement monitoring and early warning mechanism are established to achieve fine management and risk control in the construction process. The optimized construction scheme achieved significant results: peak jacking force was reduced by 23%, surface settlement was controlled within 3mm, daily tunneling speed was increased by 75%, and mud consumption was reduced by 33%. These results show that the measures adopted have significant advantages in improving construction efficiency, reducing resource consumption and controlling construction risks. It can be concluded that the phased jacking force control and dynamic mud injection can effectively alleviate the problem of pipe joint lock. The redundant seal design and equipment linkage optimization can ensure the sealing performance of collaborative work, and the dual-liquid grouting process combined with closed-loop pressure control can significantly inhibit the surface settlement. These measures provide reliable technical support for the long-distance construction of complex strata, and have important engineering application value.

     

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