Abstract: A system is disclosed for anchoring a tensioned bolt in a drill hole in the roof of a mine, or other such location. The bolt is threaded from one end and has a head on the other end which carries a standard bearing plate. The bolt passes through a hollow tube having an outer diameter slightly (e.g., 1/8") smaller than the bore hole diameter. The threaded end of the bolt engages a nut affixed to the upper end of the tube and extends through the nut to the end of the threads. A standard, mechanical, expansion anchor is carried on the threaded end of the bolt extending through the tube and is inserted into the drill hole behind a conventional, two-compartment resin package. As the bolt is pushed into the hole, the package is broken and the resin components are forced into the annular space around the hollow tube, as well as around the threaded end of the bolt and expansion shell.

Abstract: A truss system is disclosed for use in supporting the roof of a mine. The system comprises an assemblage of elements which permit more rapid and efficient installation than prior art truss systems which have generally been installed as a secondary operation, after the standard, required bolting pattern is in place. The present system, on the other hand, may be installed concurrently with and in fact may become part of, the standard bolting system. The system includes a pair of roof bolts installed in conventional fashion in drill holes extending at divergent angles into the mine roof on opposite sides of the mine opening. The bolts each extend through aligned openings in a bearing support plate and a separate angle block having a curved outer surface. The closed ends of a U-bolt, having a curvature corresponding to the surface of the angle block, extend around the two blocks with the open, threaded ends of the U-bolts facing one another.