Apparatus and method for mine installations

Claim 1

An apparatus for anchoring a bolt in a rock formation comprising: an elongated bolt adapted for use in a bore hole in said rock formation, said bolt having a first and second portion, said first portion being threaded; a tensioning plug having first and second ends and inner and outer walls, said tensioning plug defining an aperture therethrough; said tensioning plug inner wall being threaded at a first end to engage said bolt first portion, said threads having an inner surface; resistance means affixed to said tensioning plug inner wall at said second end, said resistance means defining an opening and being coaxial with said tensioning plug; an expandable sheath having a base and a plurality of longitudinal extensions stemming from said base, said sheath defining an aperture therethrough; each of said extensions having an outer surface designed to engage the wall of the bore hole and an inner surface, the outer wall of said tensioning plug first end disposed adjacent the inner surface of the extensions, said tensioning plug thereby resting within the sheath aperture and being coaxial therewith, said sheath and plug being held in abutting relation; said bolt first portion extending through said sheath aperture and said plug aperture and abutting said resistance means thereby preventing axial movement of said bolt upon application of a torque beyond a predetermined point in said tensioning plug aperture and causing said bolt, said sheath and said tensioning plug to rotate together; and said bolt threaded first portion threading into said resistance means upon application to said bolt of a torque in excess of a predetermined torque and thereby allowing relative rotation between said bolt and said tensioning plug, said plug being non-rotatably drawn axially along said bolt so as to expand said extensions to anchor the bolt in a bore hole and permit said bolt to be placed under tension in said bore hole.

Claim 2

An apparatus for anchoring a bolt in a rock formation comprising: an elongated bolt adapted for use in a bore hole in said rock formation, said bolt having a first and second portion, said first portion being threaded; a tensioning plug having first and second ends and inner and outer walls, said tensioning plug defining an aperture therethrough; said tensioning plug inner wall being threaded at a first end to engage said bolt first portion, said threads having an inner surface; resistance means affixed to said tensioning plug inner wall at said second end, said resistance means defining an opening and being coaxial with said tensioning plug; an expandable sheath having a base and a plurality of longitudinal extensions stemming from said base, said sheath defining an aperture therethrough; each of said extensions having an outer surface designed to engage the wall of the bore hole and an inner surface, the outer wall of said tensioning plug first end disposed adjacent the inner surface of the extensions, said tensioning plug thereby resting within the sheath aperture and being coaxial therewith, said sheath and plug being held in abutting relation; said bolt first portion extending through said sheath aperture and said plug aperture and abutting said resistance means thereby preventing axial movement of said bolt upon application of a torque beyond a predetermined point in said tensioning plug aperture and causing said bolt, said sheath and said tensioning plug to rotate together; and said bolt threaded first portion threading into said resistance means upon application to said bolt of a torque in excess of a predetermined torque and thereby allowing relative rotation between said bolt and said tensioning plug, said plug being non-rotatably drawn axially along said bolt so as to expand said extensions to anchor the bolt in a bore hole and permit said bolt to be placed under tension in said bore hole.

Claim 12

A method of anchoring a bolt in a rock formation comprising the steps of: placing an expandable sheath, having a plurality of longitudinal extensions and defining an aperture therethrough, in abutting relation with a tensioning plug having an inner and outer wall such that said extensions contact said plug outer wall, said sheath and said plug forming a tensioning assembly; positioning the sheath in surrounding relation with the bolt and threading the tensioning plug into the end of the bolt; hold the sheath in place on the bolt; inserting a bonding material in a bore hole in said rock formation; positioning said tensioning assembly adjacent said bonding material in said bore hole; preventing axial movement of the bolt beyond a predetermined point within said tensioning plug by a resistance means affixed to the inner wall of said tensioning plug, said resistance means defining an opening and being coaxial with said tensioning plug and abutting said bolt at said predetermined point, thereby causing said bolt and said tensioning assembly to rotate together upon application of a torque to said bolt in a predetermined direction to effect mixing of said bonding material in said bore hole; threading said bolt into said resistance means upon application to said bolt of a torque in excess of a predetermined torque in said predetermined direction, said mixed bonding material preventing rotation of said tensioning assembly; and tensioning the bolt by continuing to rotate said bolt in said predetermined direction, said plug being non-rotatably drawn axially along said bolt so as to expand said extensions, thereby anchoring the bolt in the bore hole and maintaining the bolt in tension.

Claim 13

A method of anchoring a bolt in a rock formation comprising the steps of: placing an expandable sheath, having a plurality of longitudinal extensions and defining an aperture therethrough, in abutting relation with a tensioning plug having an inner and outer wall such that said extensions contact said plug outer wall, said sheath and said plug forming a tensioning assembly; positioning the sheath in surrounding relation with the bolt and threading the tensioning plug into the end of the bolt; hold the sheath in place on the bolt; inserting a bonding material in a bore hole in said rock formation; positioning said tensioning assembly adjacent said bonding material in said bore hole; preventing axial movement of the bolt beyond a predetermined point within said tensioning plug by a resistance means affixed to the inner wall of said tensioning plug, said resistance means defining an opening and being coaxial with said tensioning plug and abutting said bolt at said predetermined point, thereby causing said bolt and said tensioning assembly to rotate together upon application of a torque to said bolt in a predetermined direction to effect mixing of said bonding material in said bore hole; threading said bolt into said resistance means upon application to said bolt of a torque in excess of a predetermined torque in said predetermined direction, said mixed bonding material preventing rotation of said tensioning assembly; and tensioning the bolt by continuing to rotate said bolt in said predetermined direction, said plug being non-rotatably drawn axially along said bolt so as to expand said extensions, thereby anchoring the bolt in the bore hole and maintaining the bolt in tension.