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STEEL PIPE MULTI STEP GROUTING DEVICE OPEN AND CUT AND NATM COMPLEX EXCAVATION TUNNEL CONSTRUCTION METHOD

机译:钢管多步注浆装置开挖与naTM复杂开挖隧道施工方法

摘要

The present invention has a purpose to provide an open cut excavation using a steel pipe multi-stage grouting device and a method to construct an NATM complex excavation tunnel. The present invention is configured to proceed an excavation process without an open cutting of a middle part of a tunnel by reinforcing a tunnel crown part and a steel pipe multi-stage with an installation of reinforcing iron bars, shotcretes and reinforcing supports as there is a worry of occurring public discontent due to a delay of the process due to a delay of compensation for an entrance road site in an open cutting section, and noise and vibration from the construction of a pithead part. To achieve the above purpose, in accordance to the present invention, the open cut excavation using a steel pipe multi-stage grouting device and a method to construct an NATM complex excavation tunnel comprises the steps of: forming a boring hole by boring an upper half of a tunnel, and inserting a steel pipe multi-stage grouting device into the boring hole and filing the steel pipe multi-stage grouting device with mortar; installing a lattice support to a half part of a tunnel separated at a certain distance from the steel pipe multi-stage grouting device, arranging reinforcing iron bars on the lattice support, installing wire meshes on the reinforcing iron bars, installing plywood on the wire meshes, installing a shotcrete injection hole on the plywood, casting a first shotcrete on the lattice supports, casting a second shotcrete on the first shotcrete, removing the plywood, casting a third shotcrete in the shotcrete injection hole, and constructing a lining concrete for casting and curing concrete on the lattice support.
机译:本发明的目的在于提供一种使用钢管多级注浆装置的明挖基坑以及构造NATM复合基坑的方法。本发明被构造成通过在安装有钢筋,喷射混凝土和加强支撑的情况下安装隧道顶冠部分和钢管多级来对隧道中部进行开挖而无需对隧道中间部分进行开挖来进行挖掘过程。担心由于开挖路段入口道路工地的补偿延误而导致的流程延误,以及由于坑口部分的构造而产生的噪音和振动会引起公众的不满。为了实现上述目的,根据本发明,使用钢管多级注浆装置的明挖开挖以及构造NATM复合开挖隧道的方法包括以下步骤:通过在上半部钻孔来形成钻孔。在隧道中,将钢管多级注浆装置插入钻孔中,并用砂浆填充钢管多级注浆装置。在距钢管多级注浆设备一定距离的隧道的一半上安装格栅支架,在格栅支架上布置钢筋,在钢筋上安装丝网,在丝网上安装胶合板,在胶合板上安装喷浆注入孔,在格架支架上浇铸第一个喷浆混凝土,在第一个喷浆混凝土上浇铸第二个喷浆混凝土,卸下胶合板,在喷浆注入孔中浇铸第三个喷浆混凝土,并建造用于浇筑和浇筑的衬砌混凝土。在格架上固化混凝土。

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