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The expanding tunnel and constructing method of the existing tunnel

机译:既有隧道的扩建隧道及施工方法

摘要

The present invention relates to an extension technology of an existing tunnel constructed on rocky ground conditions, and the housing is installed at regular intervals along the lining of the existing tunnel, and the excavating equipment equipped with an auger excavator is installed in the housing step by step. It is an extension tunnel that drills and removes the rock between the existing tunnel lining and the expansion tunnel rig wall after drilling unit drilling holes and placing reinforcing bars in the rig to form expansion tunnel rig walls. .;The construction method includes installing a housing having a predetermined length at a predetermined distance from a lining of an existing tunnel and gradually entering the hydraulic jack so that half of the entire housing length is excavated at a rock above the lining of the existing tunnel;;Installing an excavation equipment equipped with an auger excavator on the upper part of the lining to protrude to the existing tunnel entrance and installing an expansion tunnel excavation wall wall by drilling a unit excavation hole stepwise;;Assembling and installing reinforcing bars in the unit excavation hole and constructing concrete for spreading the expansion tunnel excavation cavity wall to form an expansion tunnel excavation cavity wall;;Digging and removing the rock between the existing tunnel lining and the expansion tunnel drilling hole wall;;Moving the housing for the next excavation and repeating the steps by using the excavation equipment installed in the housing to form an expansion tunnel excavation hole wall to finish construction of the expansion tunnel; And;In order to communicate the traffic of the completed expansion tunnel, the road surface should be arranged and paved, and the facilities such as lighting inside the tunnel will be used so that the tunnel can be used.
机译:本发明涉及在岩石地面条件下建造的现有隧道的扩建技术,沿该现有隧道的衬砌以规则的间隔安装壳体,并在壳体中逐步安装配备有螺旋钻的挖掘设备。步。这是一种延伸隧道,它在钻出单元钻孔并在钻机中放置钢筋以形成膨胀隧道钻机壁之后,在现有隧道衬砌和膨胀隧道钻机壁之间钻凿并去除岩石。构造方法包括:在距现有隧道衬砌预定距离处安装具有预定长度的壳体,并逐渐进入液压千斤顶,以便在现有隧道衬砌上方的岩石处挖掘整个壳体长度的一半。 ;;在衬砌的上部安装配备有螺旋钻的挖掘设备,以突出到现有的隧道入口,并通过逐步钻出一个单元的挖掘孔来安装膨胀隧道的挖掘墙;;在单元中组装并安装钢筋开挖孔和施工混凝土,以铺展扩展隧道开挖孔壁以形成扩展隧道开挖孔壁;;在现有隧道衬砌和扩展隧道钻孔壁之间挖掘和去除岩石;;移动房屋以进行下一次开挖和通过使用安装在房屋中的挖掘设备来重复上述步骤阴离子隧道开挖孔墙完成膨胀隧道的施工;并且;为了传达已完成的膨胀隧道的交通,应该布置和铺装路面,并使用隧道内部的照明等设施,以便可以使用隧道。

著录项

  • 公开/公告号KR200316681Y1

    专利类型

  • 公开/公告日2003-06-18

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20030008913U

  • 发明设计人 최용기;박경욱;

    申请日2003-03-25

  • 分类号E21D9/01;

  • 国家 KR

  • 入库时间 2022-08-21 23:44:33

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