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Rock Bolt Installation Apparatus And Rock Bolt Installation Method Using The Same

机译:岩栓安装装置及使用该装置的岩栓安装方法

摘要

In the present invention, an apparatus for installing a rock bolt (RB), the top and bottom of an open pipe shape with the support (200); The support 200 is installed in the bit body (100); Installed at the bottom of the bit body 100 and the rock bolt inside the through-part 330 and the channel 310 for the admission and grout handyman 320 formed in the first connector (300); The installation at the bottom of the first connector 300 and the internal channel 410 with the admission grout handyman 420 formed in the second connector (400); The second connector (400) provided at the lower and inside channel 510, and the admission grout handyman 520 is formed a third connector (500); The second connector 400 is installed in the connector lock bolt (600); And, wherein the first connector is provided between the 300 and the second connector 400 is adjustable, and the number of inside 710 and the admission grout handyman 720 are formed control board (700); doedoe comprise , The channel (310,410,510,710) through the bit body 100 to move the adjuster 700 at the same time as the water supply to the top of the bit body 100 is perforated and the ground, after drilling is completed, After installation on the top of the perforations to move the lock bolt (RB) for the control unit 610 is installed on the bottom of the lock bolt mounted connector 600 on the lock bolt through-section 330, the grout handyman admission (320 , 420,520,720) through the bit body 100 at the top of the grout material (G) is supplied to the installation and control board (610,700) to retract the caulking member 800, the lock bolt, characterized in that the installation provides a rock bolt installation method and this device.
机译:在本发明中,一种用于安装岩石锚杆(RB),带有支撑的开口管形顶部和底部的装置(200);支撑件200安装在钻头主体(100)中;安装在钻头主体100的底部和锚杆内部的通孔330和通道310内,用于形成第一连接器(300)的灌浆和打杂工320;安装在第一连接器300和内部通道410的底部,在第二连接器(400)中形成有入口灌浆杂物工420;第二连接器(400)设置在下部和内部通道510上,并且入口灌浆杂工520形成第三连接器(500);第二连接器400安装在连接器锁紧螺栓(600)中;并且,其中第一连接器设置在300与第二连接器400之间是可调节的,并且内部710的数量和入浆浆液杂工720形成控制板(700);钻头包括:穿过钻头本体100的通道(310,410,510,710),在钻头本体100顶部的水被打孔并且完成钻孔后的地面,同时安装到顶部之后,同时移动调节器700将用于控制单元610的锁紧螺栓(RB)的穿孔中的一部分安装在锁紧螺栓贯穿部分330上的锁紧螺栓安装的连接器600的底部,通过钻头本体进入灌浆杂工(320,420,520,720)在灌浆材料(G)顶部的100被供应到安装和控制板(610,700)以缩回填隙构件800,锁定螺栓,其特征在于,该安装提供了一种岩石螺栓安装方法和该装置。

著录项

  • 公开/公告号KR101383277B1

    专利类型

  • 公开/公告日2014-04-08

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20120078727

  • 发明设计人 황문영;

    申请日2012-07-19

  • 分类号E21D20/02;E02D17/20;E02D3/12;

  • 国家 KR

  • 入库时间 2022-08-21 15:41:12

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