盾尾间隙控制分析
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于万友(1987—),男,高级工程师,研究方向为盾构隧道施工。2011年本科毕业于中国地质大学长城学院。Email:1428974281@qq.com

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U455.43

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国家自然科学基金项目(52078213);江西省青年科学基金重点项目(20192ACBL21003);江西省主要学科学术和技术带头人资助计划(20194BCJ22009)


Analysis of Shield Tail Clearance Control
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    摘要:

    针对盾尾间隙控制因素复杂多变的问题,通过盾尾内壁与管片外壁之间的位置关系建立了隧道曲线半径、盾构俯仰角、 盾尾覆盖管片长度与盾尾间隙之间的几何关系。 基于以上关系,得到了最小盾尾间隙的理论计算方法,并对隧道曲线半径、盾构俯仰角、盾尾覆盖管片长度等影响因素进行分析。 结果表明:隧道曲线半径的取值区间为 50~400 m 时,盾尾间隙受到的影响显著;盾构俯仰角与最小盾尾间隙值之间的关系接近线性,随着俯仰角增大而减小;盾尾覆盖管片的长度对盾尾间隙的影响更显著,可通过调节隧道曲线半径和盾构俯仰角的大小来平衡对盾尾间隙的影响。

    Abstract:

    Aiming at the complex and changeable control factors of shield tail clearance, through the positional relationship between the inner wall of shield tail and the outer wall of segment, the geometric relationship between tunnel curve radius, shield elevation angle, shield tail covering segment length and shield tail clearance was established. Based on the above relationship, the theoretical calculation method of the minimum shield tail clearance was obtained. Moreover, the factors such as tunnel curve radius, shield elevation angle and shield tail covering segment length were analyzed. The results show that the shield tail space is significantly affected when the tunnel curve radius is between 50 m and 400 m. The relationship between the shield pitch angle and the minimum shield tail clearance is nearly linear, and it decreases with the increase of the pitch angle. The length of shield tail covering segment has a more significant effect on shield tail clearance, and the influence on shield tail clearance can be balanced by adjusting the tunnel curve radius and shield pitch angle.

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于万友.盾尾间隙控制分析[J].华东交通大学学报,2022,39(3):47-53.

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  • 在线发布日期: 2022-07-15
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