大直径泥水平衡盾构水下穿越破碎带地层关键施工技术
作者简介:
张迎旭,高级工程师,E⁃mail:42157380@ qq. com
作者单位:
1. 中铁隧道局集团有限公司,广东 广州 511466; 2. 中铁隧道股份有限公司,河南 郑州 450000
基金项目:
∗国家自然科学基金(52078430)
摘要:
珠江口隧道施工时大直径泥水平衡盾构水下穿越破碎带地层,施工风险较高、难度较大. 针对泥水平衡盾构掘进过程中滞排、刀盘结泥饼、刀具磨损严重等问题,分析原因并给出预控措施,研究关键施工技术. 盾构在水下断层破碎带地层掘进时须严格控制掘进参数,特别是泥水仓压力,并控制刀盘转速与贯入度. 结合开挖面稳定情况、仓内排渣情况、流体输送状态,及时调整泥浆参数. 通过采用破碎、冲刷等装置,避免仓内滞排风险. 通过配置刀具状态智能化实时监测系统,及时更换出现异常的刀具. 须设置合理的盾尾密封装置,保证盾构密封性能满足要求.

English:
During the construction of the Pearl River Estuary Tunnel, the large⁃diameter slurry balanceshield crosses through the fractured zone under water, and the construction risk is high and difficult. Inview of the problems of stagnation, mud cake and serious tool wear in the process of slurry balance shieldtunnelling, this paper analyzes the causes and gives the pre⁃control measures to study the key constructiontechnology. When the shield tunnelling in the stratum of underwater fault fracture zone, it is necessary tostrictly control the tunnelling parameters, especially the pressure of mud sump, and control the rotationspeed and penetration of cutterhead. Combined with the stability of the excavation surface, the slagdischarge in the warehouse and the fluid transport state, the mud parameters are adjusted in time. Byusing crushing, scouring and other devices, the risk of stagnation in the warehouse is avoided. Byconfiguring the intelligent real⁃time monitoring system of tool condition, the abnormal tool can be replacedin time. A reasonable shield tail sealing device should be set to ensure that the shield sealing performancemeets the requirements.