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深埋大直径盾构隧道接缝防水设计与试验研究
引用本文:由广明.深埋大直径盾构隧道接缝防水设计与试验研究[J].城市道桥与防洪,2020(1):196-200,M0021,M0022.
作者姓名:由广明
作者单位:;1.上海市政工程设计研究总院(集团)有限公司
基金项目:上海市政总院项目(K2013K036);上海市政总院项目(K2017K046);上海市政总院项目(K2018K091).
摘    要:以上海市北横通道和周家嘴路隧道为背景,通过工程类比、数值模拟、防水性能试验、结构构造等方法,对大直径、高水压、急曲线盾构隧道的接缝防水进行研究,得到了在接缝张开6 mm、错动10 mm时,可以抵抗1.2 MPa水压力的弹性密封垫,并将其应用于上述工程,实施效果良好。

关 键 词:盾构隧道  急曲线  接缝防水设计  弹性密封垫  高水压

Seam Waterproof Design and Experimental Study of Deeply Buried Large-diameter Shield Tunnel
You Guangming.Seam Waterproof Design and Experimental Study of Deeply Buried Large-diameter Shield Tunnel[J].Urban Roads Bridges & Flood Control,2020(1):196-200,M0021,M0022.
Authors:You Guangming
Abstract:Taking Shanghai Beiheng Channel and Zhoujiazui Road Tunnel as the background,this paper studies the seam waterproofing of large-diameter,high-hydraulic pressure and sharp-curve shield tunnel through the engineering analogy,numerical simulation,waterproofing performance test and structural construction.The study result shows that the elastic sealing gasket can resist the hydraulic pressure of 12 MPa when the seam is 6 mm open and 10 mm staggered.And it is applied in the above project,and its implementation effect is good.
Keywords:shield tunnel  sharp curve  waterproof design of seams  elastic sealing gasket  high hydraulic pressure
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