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CONSTRUCTION METHOD FOR TUNNEL IN TRANSVERSE SEMI-SOFT AND SEMI-HARD SECTION STRATUM

机译:横向半软和半硬质截面隧道施工方法

摘要

A construction method for a tunnel in a transverse semi-soft and semi-hard section stratum, comprising: S1, constructing a pre-buried advanced pipe shed (13) in the area on a tunnel face corresponding to a tunnel arch portion; S2, constructing a soft-rock-distribution left half section (1) and a hard-rock-distribution right half section (2) in sequence by using a center diaphragm method, after excavation is completed, dismantling temporary center diaphragm supports (5, 8), and ensuring that permanent support arch frames (3, 6, 9) respectively constructed on the upper portions of the left half section (1) and the right half section (2) along an arc roof and temporary inverts (7) on the lower portions form a closed support structure; and S3, performing invert excavation, constructing permanent support arch frames (10, 11, 12) at the bottom of the tunnel, dismantling the temporary inverts (7), and constructing a composite lining. The construction method is simple, effectively solves the problem of proneness to collapse during semi-soft and semi-hard section stratum construction, and ensures the normal progress of construction operations and the safety of the construction site.
机译:横向半软和半硬质截面层中隧道的构造方法,包括:S1,在与隧道拱部对应的隧道面上构造预埋的先进管道棚(13); S2,通过使用中心隔膜方法,构建软岩分布左半部分(1)和硬岩分布右半部分(2),在挖掘完成后,挖掘完成后,拆除临时中心隔膜支撑(5, 8),确保沿弧形屋顶和临时转换(7)的左半部分(1)和右半部分(2)的上部构造的永久支撑拱框架(3,6,9)和右半部分(2)上下部形成闭合支撑结构;和S3,进行反转挖掘,在隧道底部构造永久支撑拱框架(10,11,12),拆解临时转换(7),并构造复合衬里。施工方法简单,有效解决了半软和半硬质截面结构期间倒塌的问题,并确保了施工运营的正常进展和建筑工地的安全性。

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