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盾构连续穿越钢筋混凝土地连墙关键技术研究

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随着城市轨道交通线网的加密,出现许多新线隧道穿越既有线车站钢筋混凝土地连墙的工程难题.文章依托苏州市轨道交通8号线盾构下穿 1号线既有车站地连墙工程,针对盾构切削钢筋混凝土地连墙的刀盘卡死、螺旋输送机卡死、结构扰动不易控制以及刀具切削能力要求高等难题提出了对应解决方案.研究结果表明,通过合理的刀盘改造和地层加固、严格的施工控制和监测,可以解决盾构机切削钢筋混凝土地连墙面临的刀盘强度不足、结构扰动过大、盾构机刀盘或螺旋机卡死等问题,说明了盾构连续穿越钢筋混凝土地连墙的方案是合理可行的,为类似工程提供了技术支撑.
Research on Key Technology of Shield Continuously Tunnelling Reinforced Concrete Diaphragm Wall
The increasing density of urban rail transit networks has led to numerous engineering challenges in constructing new line tunnels that cross the reinforced concrete diaphragm walls of existing railway stations.This paper proposes corresponding solutions to address challenges such as cutter head and screw conveyor blockages,difficult control of structural disturbance,and high cutting ability requirements during the Suzhou Rail Transit Line 8 tunnelling through diaphragm wall project of existing station of Line 1.The results demonstrate that by implementing a reasonable transformation of the cutter head,reinforcement of stratum,and strict construction control and monitoring,problems such as insufficient cutter head strength,excessive structural disturbance,and stuck cutter heads or screws can be effectively resolved.This study confirms the reasonableness and feasibility of continuously shield tunnelling through reinforced concrete diaphragm walls while providing technical support for similar projects.

shield methodcontinuously tunnellingdiaphragm wall

王涛、马学军、张卓凡

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中国中铁十局集团城市轨道交通工程有限公司,广东 广州 510000

苏州大学,江苏苏州 215031

盾构 连续穿越 地连墙

2024

江苏建筑
江苏省土木建筑学会,江苏省建筑科学研究院有限公司

江苏建筑

影响因子:0.395
ISSN:1005-6270
年,卷(期):2024.(6)