Anchoring bolt and method

Boring or penetrating the earth – Below-ground impact members – With releasable means to detachably retain telescoping...

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37 81, 175171, 299 89, 408204, E21D 2100

Patent

active

040980871

ABSTRACT:
A method of, and bolt for, supporting a structure such as a mine or tunnel roof or side wall or the like. The method typically comprises providing an elongate annular anchoring bolt defining a central longitudinal passage therethrough and having cutting edges in an inwardly extending region at its leading end and in outwardly protruding areas at spaced positions along and around its outer surface for cutting into the structure to be supported, and openings in the bolt adjacent to at least some of the cutting edges for permitting material that is cut away from the structure to proceed into the central passage and out through its trailing end, the outer diameter of the bolt being smaller at its leading end and progressively larger along its length to the trailing end, pressing the leading end of the bolt against a surface of the structure to be supported, applying axial and rotational forces against the bolt to drive its cutting edges against and into the structure along approximately parallel helical paths and to penetrate into the hole formed by the cutting until only a short minor portion of the bolt remains outside of the structure, and then applying a final axial force against the bolt sufficient to upset inwardly a portion of the bolt at its leading end and to drive the remaining portion of the bolt at the trailing end into the hole.

REFERENCES:
patent: 2786284 (1957-03-01), Todd
patent: 2930199 (1960-03-01), Jarund
patent: 3250170 (1966-05-01), Siegel

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