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CONSTRUCTION METHOD FOR ENTERING SHALLOW-BURIED MULTI-ARCH TUNNEL UNDER WATER-RICH GEOLOGICAL CONDITIONS

机译:富水地质条件下进入浅埋连拱隧道的施工方法

摘要

A construction method for a shallow-buried multi-arch tunnel under water-rich geological conditions includes the following steps: cleaning a grouting ground surface; marking a grouting reinforcement scope; performing survey setting-out; drawing a cross-section diagram to scale; calculating out coordinates and angles of anchor points that need to be set; marking drilling positions; nailing small wooden piles at the drilling positions for identifying; determining a setting depth of the anchor rods according to ground elevation; drilling holes, cleaning bottom of hole, grouting, performing construction preparation, performing long pipe shed construction at the entrance after an earth-rock of a tunnel entrance and an open cut tunnel is excavated to flush with a springing line of the tunnel. A down-the-hole drill is used for drilling in construction. Long pipe shed grouting is designed based on solidifying a soil mass in limited scope around a consolidation pipe shed.
机译:一种富水地质条件下浅埋连拱隧道施工方法,包括以下步骤:清理灌浆地面;标明灌浆加固范围;进行测量放样;按比例绘制横截面图;计算出需要设置的锚定点的坐标和角度;标记钻孔位置;在钻孔位置钉上小木桩,以便识别;根据地面标高确定锚杆的设置深度;钻孔、清理孔底、灌浆、施工准备、在隧道入口和明挖隧道的土石方开挖后,在入口处进行长管棚施工,以与隧道的起拱线齐平。潜孔钻机用于施工中的钻孔。长管棚灌浆是在固结管棚周围有限范围内固化土体的基础上设计的。

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