Abstract A mine roof support device comprising an elongated tubular shank having an oblate cross-section providing annularly spaced wall engaging peripheral portions for frictionally engaging the wall of a hole in the strata and annularly spaced non-wall engaging peripheral portions which are spaced radially from the wall of the hole, the exterior wall engaging surfaces of the wall engaging portions being configured such that frictional interengagement with the wall of the hole will result in a radially inward deflection of the wall engaging portions which deflection is accommodated by radially outward deflection of the non-wall engaging portions and a releasably contained charge of hardenable viscous grouting material operable to be applied between the wall of the hole and the exterior periphery of the shank as the latter moves upwardly into the hole while the material of the charge is viscous to thereby reduce by a lubricating action the frictional resistance occasioned by the engagement of the shank within the hole and so as to permit the material of the charge thus applied to harden after the shank has been moved into operative relation with the hole to thereby increase by a cementing action the frictional gripping action between the shank and the mine strata.
A method of supporting a mine roof strata with an elongated shank structure which comprises the steps of drilling a vertical hole in the mine roof strata of a size to closely fit the exterior periphery of said shank structure at least at annularly spaced portions substantially throughout the vertical extent of the shank structure, applying a hardenable viscous material to the wall of the drilled hole and moving the shank upwardly into the hole while the material is viscous to thereby reduce by a lubricating action the frictional resistance occasioned by the close interengagement of the periphery of the shank structure with the wall of the hole during the upward movement of the shank structure into the hole, and hardening the viscous material after the shank structure has been moved upwardly fully into the hole to thereby increase by a cementing action the frictional gripping action of the exterior periphery of the shank structure with the mine strata.
Claim 2
Independent Claim
159 words
A method of supporting a mine roof strata with an elongated shank structure which comprises the steps of drilling a vertical hole in the mine roof strata of a size to closely fit the exterior periphery of said shank structure at least at annularly spaced portions substantially throughout the vertical extent of the shank structure, applying a hardenable viscous material to the wall of the drilled hole and moving the shank upwardly into the hole while the material is viscous to thereby reduce by a lubricating action the frictional resistance occasioned by the close interengagement of the periphery of the shank structure with the wall of the hole during the upward movement of the shank structure into the hole, and hardening the viscous material after the shank structure has been moved upwardly fully into the hole to thereby increase by a cementing action the frictional gripping action of the exterior periphery of the shank structure with the mine strata.