AUXILIARY TUNNELING APPARATUS
    1.
    发明申请
    AUXILIARY TUNNELING APPARATUS 有权
    辅助隧道装置

    公开(公告)号:US20150078831A1

    公开(公告)日:2015-03-19

    申请号:US14394538

    申请日:2013-06-11

    Applicant: KOMATSU LTD.

    Abstract: An auxiliary tunneling apparatus includes a reaction force receiver and first and second split components. In the excavation of a second tunnel by a boring machine, the reaction force receiver forms a replacement face of a side wall of the second tunnel on a first tunnel side where the first and second tunnels intersect each other, and a gripper of the boring machine pushes against the replacement face. The first and second split components are installed to push against the side wall of the first tunnel, support the reaction force receiver within the first tunnel, and move back and forth with respect to the side wall of the first tunnel.

    Abstract translation: 辅助隧道装置包括反作用力接收器和第一和第二分离部件。 在通过钻孔机挖掘第二隧道时,反作用力接收器在第一和第二隧道彼此相交的第一隧道侧上形成第二隧道的侧壁的替换面,并且钻孔机的夹持器 推动更换脸。 第一和第二分裂部件安装成推压第一隧道的侧壁,在第一隧道内支撑反作用力接收器,并相对于第一隧道的侧壁来回移动。

    Method and apparatus for scaling mine roofs and ribs
    2.
    发明授权
    Method and apparatus for scaling mine roofs and ribs 失效
    用于放大矿山屋顶和肋骨的方法和装置

    公开(公告)号:US5407252A

    公开(公告)日:1995-04-18

    申请号:US299597

    申请日:1994-09-01

    Applicant: Huey P. Perero

    Inventor: Huey P. Perero

    CPC classification number: E21C37/22 E21C27/01 E21C41/16 E21D9/01 Y10T29/4589

    Abstract: A mine scaling tool having a base plate to which a collar is concentrically attached on one side and appropriately supported with gusseted rib plates. A relatively long, heavy walled tube is telescopically fitted within a reenforcing collar. The tube is cut at an oblique angle of approximately 15 degrees off vertical in the frontal plane at the end opposite the collar. A face plate is centrally positioned over the open end of the tube and adequately reenforced with gusseted rib plates and reenforcing bars. Picks are attached parallel to the face plate along all sides extending outwardly from the edges, thereby serving as tines.

    Abstract translation: 一种具有基板的矿山缩放工具,其一侧将轴环同心地安装在该底板上,并适当地支撑有角撑肋板。 相对较长的重型壁管可伸缩地安装在加强套环内。 在相对于套环的端部的正面中,以垂直方向倾斜约15度的角度切割管。 面板位于管的开口端的中心位置,并且充分地用角撑板肋板和加强筋加强。 沿着从边缘向外延伸的所有边平行于面板附着,从而作为尖齿。

    Support method of preset internal cable for in-situ tunnel expansion project

    公开(公告)号:US11913338B2

    公开(公告)日:2024-02-27

    申请号:US17616647

    申请日:2021-10-14

    CPC classification number: E21D9/01 E21D20/021 E21D20/025 E21D21/008

    Abstract: The present invention relates to a support method of preset internal cable for in-situ tunnel expansion project, comprising a cable, lockset and an anchoring agent, wherein before the excavation of the newly-built tunnel, a borehole is drilled into the surrounding rock from the in-situ tunnel, and the cable is installed in the borehole and pre-stressed, so as to play a supporting role at the moment of excavation of the newly-built tunnel. The cable is fixed in the depth of the surrounding rock by the anchoring agent, and the lockset of the cable is set at the position of the excavation contour line of the newly-built tunnel inside the surrounding rock. The present invention provides a method that does not interfere with the excavation construction and can effectively support the surrounding rock of the expanded tunnel in advance. It breaks through the “excavation first and then supports” model in the previous tunnel construction, and uses the space of the in-situ tunnel for pre-support, and by applying prestress, the deformation of surrounding rock can be controlled to the maximum extent.

    Hard rock trench cutting machine
    4.
    发明授权
    Hard rock trench cutting machine 失效
    硬岩沟槽切割机

    公开(公告)号:US4035024A

    公开(公告)日:1977-07-12

    申请号:US640690

    申请日:1975-12-15

    Applicant: Trevor Fink

    Inventor: Trevor Fink

    CPC classification number: E21D9/11 E02D17/086 E02F5/10 E21D9/01

    Abstract: A hard rock trench cutting machine includes a main body assembly, a cutter wheel assembly, and a longitudinal thrust assembly. The main body assembly includes two longitudinally extending cantilever support booms each having a forward portion and a rearward portion. The rearward portions of the support booms are connected to four side wall support feet which move laterally relative to the support booms between a retracted position and an extended position. The cutter wheel assembly includes a cutter wheel frame slidably disposed on the forward portion of the support booms. A cutter wheel drum carrying a plurality of roller cutters is rotatably carried by the cutter wheel frame for rotation about an axis. The longitudinal thrust assembly extends between the main body assembly and the cutter wheel assembly for pushing the roller cutters against the trench end face.

    Abstract translation: 硬岩沟槽切割机包括主体组件,切割轮组件和纵向推力组件。 主体组件包括两个纵向延伸的悬臂支撑悬臂,每个悬臂支撑悬臂具有前部和后部。 支撑臂的后部连接到在缩回位置和延伸位置之间相对于支撑臂横向移动的四个侧壁支撑脚。 刀轮组件包括可滑动地布置在支撑臂的前部上的切割轮框架。 携带多个滚轮切割器的切割轮滚筒由切割轮框架可旋转地支承以围绕轴线旋转。 纵向推力组件在主体组件和切割轮组件之间延伸,用于将滚子切割器推向沟槽端面。

    Gate road dinting equipment
    5.
    发明授权
    Gate road dinting equipment 失效
    门道道路设备

    公开(公告)号:US3834762A

    公开(公告)日:1974-09-10

    申请号:US33147973

    申请日:1973-02-12

    Inventor: KAKAJIMA S

    CPC classification number: E21D9/1006 E21D9/01 E21D9/12

    Abstract: The present invention relates to gate road dinting equipment comprising a rapidly advancing coal mining face and a gate road conveyer consolidated in such a manner that a dinting machine of the ranging type is set in place on a skid with a charge conveyer fixed thereon for removing a floor by a cutting drum of the dinting machine and for adjusting the height of the charge conveyer properly, so that a proper excavation height can be maintained for a discharge conveyer and face equipment as well.

    Abstract translation: 本发明涉及一种闸道道路设备,包括一个快速推进的采煤面和一个门道路输送机,其固定方式是将测距型的染色机设置在具有固定在其上的电荷输送器的滑板上, 由打码机的切割滚筒进行底板的调整,并适当地调整充电输送机的高度,从而可以为排料输送机和面设备保持适当的挖掘高度。

    Method for constructing an enlarged tunnel and apparatus for forming the
same
    9.
    发明授权
    Method for constructing an enlarged tunnel and apparatus for forming the same 失效
    用于构造扩大隧道的方法及其形成装置

    公开(公告)号:US4618298A

    公开(公告)日:1986-10-21

    申请号:US595406

    申请日:1984-03-30

    CPC classification number: E21D11/40 E21D9/01 E21D9/0607

    Abstract: A method and apparatus for constructing an enlarged tunnel in a portion of a predetermined region of an existing tunnel. A circumferentially enlarged portion is excavated to define a starting base for a shield machine. The shield machine is positioned in the circumferentially enlarged portion and advanced forward along the existing tunnel in order to enlarge the circumference in the predetermined region of the existing tunnel. A section of a tubular liner lining the existing tunnel is broken and removed therefrom. Thereafter, the resultant enlarged tunnel portion is lined with segments.

    Abstract translation: 一种用于在现有隧道的预定区域的一部分中构造放大隧道的方法和装置。 挖掘周向放大部分以限定屏蔽机器的起始基座。 盾构机定位在周向放大部分中,沿着现有隧道向前推进,以便扩大现有隧道的预定区域的周长。 衬套现有隧道的管状衬套的一部分被破坏并从中移除。 此后,所形成的扩大的隧道部分被排成一段。

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