Rock bolt
    11.
    发明授权

    公开(公告)号:US11220906B2

    公开(公告)日:2022-01-11

    申请号:US16765471

    申请日:2018-11-13

    申请人: Peter Bryce Catoi

    发明人: Peter Bryce Catoi

    IPC分类号: E21D21/00

    摘要: A rock bolt (10) to be received in a drilled hole comprising a threaded shaft (12) and a sleeve (14) into which the shaft (12) is received. A plurality of openings (38) are provided along the length of the sleeve (14) and clamping assemblies (16) each having clamp members (36) are provided adjacent each opening (38). Wedge members (26) are located adjacent each of the clamp members (36) and the wedge members (26) each include a threaded bore for receiving the shaft (12) such that rotation of the shaft (12) moves the wedge members (26) into engagement with the clamp members (36) to move the clamp members (36) outwardly through the openings (38) to engage with an inner surface of the hole.

    RETAINER DEVICE FOR A ROCK ANCHOR, ROCK ANCHOR SYSTEM AND ASSOCIATED INSTALLATION METHOD

    公开(公告)号:US20210324739A1

    公开(公告)日:2021-10-21

    申请号:US17362958

    申请日:2021-06-29

    IPC分类号: E21D21/00 E21D20/00

    摘要: The present invention provides a retainer device 1 for retaining or holding an anchor rod 11 of a rock anchor, especially a self-drilling anchor, in a hole H drilled above horizontal. The retainer device 1 comprises: a body portion 2 configured to be mounted on the anchor rod 11, e.g., on an outer or external periphery of the anchor rod, and at least one locking arm or tab 6, 7 that projects from the body portion 2 in a direction transverse to a longitudinal extent of the anchor rod 11. The body portion 2 is configured to engage an abutment or shoulder on the outer or external periphery of the anchor rod to prevent its movement relative to the anchor rod 11 in use, and the at least one arm or tab 6, 7 is configured to deform so as to engage and bear against an inner wall W of the hole H when the retainer device 1 mounted on the anchor rod 11 is driven into the hole H. The invention also relates to a rock anchor system 10, comprising: at least one elongate anchor rod 11; a drill bit 12 configured for attachment to one end region 13 of the elongate anchor rod 11 for drilling the anchor rod 11 into rock strata R; and at least one retainer device 1 according to the invention described above for retaining or holding the anchor rod 11 in a hole H drilled in the rock strata R above horizontal. The invention also provides a method for installing a rock anchor.

    Friction rock bolt
    13.
    发明授权

    公开(公告)号:US11131190B2

    公开(公告)日:2021-09-28

    申请号:US16611761

    申请日:2018-05-09

    IPC分类号: E21D21/00

    摘要: A friction rock bolt assembly is arranged to frictionally engage an internal surface of the bore formed in rock strata. The rock bolt includes a loading mechanism provided at a rearward end of the rock bolt having a load absorber to absorb an initial predetermined loading force followed by transfer of the force to a main load element.

    System and method for supporting sidewalls or ribs in coal mines

    公开(公告)号:US11105199B2

    公开(公告)日:2021-08-31

    申请号:US17016445

    申请日:2020-09-10

    IPC分类号: E21D21/00

    摘要: A cuttable, sinkable mining bolt system for use in supporting the sidewall or rib in a coal mine. A bearing plate has a plurality of hollow cores defined transaxially therein and a central hole defined axially therethrough, the bearing plate made of modified recycled, rigid PVC compound. A fiberglass bolt is adapted to be inserted through the central hole of bearing plate. Bolt is one-piece consisting of glass fiber reinforced plastic. Head component includes a square head and integral, beveled washer for self-centering in the bearing plate as rod component is driven into rib. Bearing plates are adapted to sink into a refuse stream. Hollow cores of bearing plate reduce the material and thus the weight and expense of the bearing plate while still allowing the bearing plates to sink. Optionally, rod components can be inserted transaxially through the hollow cores to increase the strength and coverage of the system.

    SELF-UNDERCUT EXPANSION ANCHOR SYSTEM WITH IMPROVED CUTTERS

    公开(公告)号:US20210087932A1

    公开(公告)日:2021-03-25

    申请号:US16955322

    申请日:2019-05-17

    申请人: Robert Cousineau

    发明人: Robert Cousineau

    IPC分类号: E21D21/00 F16B13/00 F16B13/06

    摘要: The present disclosure provides a system to optimally set an anchor and a bullet within a bore hole. The anchor is comprised of at least two cutters connected to and positioned below spreading lamellae of the anchor. The cutters are comprised of a wide edge and a narrow edge, the wide edge having a width that is wider than the circumference of the spreading lamellae to facilitate the setting of the anchor. A space is also initially provided between each of the cutters and the bullet to reduce friction of anchor on the bullet during expansion. During setting, the spreading lamellae of the anchor spread radially over the bullet to set the undercut anchor within the pre-drilled bore hole. In another embodiment, the anchor is comprised of at least two angular cutters having a taper of several degrees to facilitate cutting through the cementitious material of the bore hole.

    ANCHOR BOLT LENGTH DETERMINATION METHOD BASED ON MONITORING OF ROOF ROCK STRATUM HORIZONTAL EXTRUSION FORCE

    公开(公告)号:US20210018315A1

    公开(公告)日:2021-01-21

    申请号:US17043778

    申请日:2019-05-14

    IPC分类号: G01B21/02 E21D21/00 E21F17/00

    摘要: An anchor bolt length determination method based on monitoring of a roof rock stratum horizontal extrusion force includes drilling a borehole in the middle of a roadway roof to determine a surrounding rock fracturing scope by a borehole television. The method includes selecting the number and locations of horizontal extrusion force measuring points according to the surrounding rock fracturing scope. The method includes monitoring and recording a change of the horizontal extrusion force over time in the borehole by a device for monitoring a roof rock stratum horizontal extrusion force. The method includes selecting a location with the largest horizontal extrusion force as a center of a anchoring segment of an anchor bolt to determine a distance between the anchoring center and the roof. The method includes calculating a total length of the anchor bolt.