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深大竖井装配式韧性支护结构关键技术研究

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针对深、长大山岭隧道通风竖井建设问题,提出深大竖井装配式钢波纹板支护结构理论与建造关键技术,研究围岩类型变化、节理裂隙发育、地下水丰富等复杂地质条件下装配式支护体系的动态设计及施工工艺措施.基于数值模拟对岩体开挖、钢波纹板安装及拼接、布袋梁设置、锚杆安装、高分子聚合物注浆等关键技术进行总结分析,形成系统性建造工艺;应用具有环保、早强、耐化学腐蚀、抗渗、抗压特性的新型高分子聚合物材料进行壁后注浆,揭示高聚物背后充填缓冲吸能原理及反向预压机制,并结合自动化监控量测系统,提出围岩变形控制措施,以期为日益增多的深大竖井安全、经济、快速施工提供技术保障.
Research on the Key Technology of the Prefabricated Toughness Support Structure of the Deep and Large Shaft
In view of the problem of ventilation shaft construction in deep,long and large mountain tunnels,the theory and key technology of prefabricated steel corrugated plate support structure of deep and large shaft are put forward,and the dynamic design and construction technical measures of prefabricated support system under complex geological conditions such as surrounding rock type change,joint fissure development and abundant groundwater are studied.Systematic construction process is formed by summarizing and analyzing key technologies such as rock excavation,steel corrugated installation and splicing,bag beam setting,anchor bolt installation,and polymer grouting based on numerical simulation;new polymer materials with environmental protection,early strength,chemical corrosion resistance,impermeability and compression resistance are applied for backfill grouting,revealing the filling buffer energy absorption principle and reverse preloading mechanism behind the polymer.In addition,combined with the automatic monitoring and measuring system,surrounding rock deformation control measures are proposed to provide technical guarantee for the safe,economical and rapid construction of an increasing number of deep and large shafts.

deep and large shaftassemblytoughness support structuresteel corrugated plategrouting

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中铁十五局集团第四工程有限公司 河南新郑 451100

深大竖井 装配式 韧性支护结构 钢波纹板 注浆

中国铁建股份有限公司科技研发计划项目

19-B04

2024

铁道建筑技术
中国铁道建筑总公司

铁道建筑技术

影响因子:0.539
ISSN:1009-4539
年,卷(期):2024.(2)
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