초록 ▼

A method for anchoring a bolt, having a helical channel adjacent the end thereof, in a bore hole in a rock-like structure, especially in anchoring of mine roof bolts, wherein a resin package is first inserted into the bore hole and the bolt is inserted and rotated in a direction opposite the directi

A method for anchoring a bolt, having a helical channel adjacent the end thereof, in a bore hole in a rock-like structure, especially in anchoring of mine roof bolts, wherein a resin package is first inserted into the bore hole and the bolt is inserted and rotated in a direction opposite the direction of the helical channel to fragment the resin package and mix the resin, and prior to complete hardening of the resin, but after substantial hardening thereof, the bolt is rotated in the opposite direction while the resin completely hardens to anchor the bolt in the rock-like structure.

대표청구항 ▼

In a method of anchoring a bolt in a bore hole, having an open end and a closed end, formed in a rock-like structure, wherein the bolt is anchored solely by a resin material, under tension with a flange on the bolt at the open end of the bore hole, the improvement comprising: inserting into the open

In a method of anchoring a bolt in a bore hole, having an open end and a closed end, formed in a rock-like structure, wherein the bolt is anchored solely by a resin material, under tension with a flange on the bolt at the open end of the bore hole, the improvement comprising: inserting into the open end of the bore hole a supply of mixable resin material in a frangible container; inserting a reinforcing bolt, without mechanical anchoring means, into the open end of said bore hole, which bolt has a helical channel therein adjacent the end so inserted and a flange at the other end thereof, to move the frangible container towards the closed end of the bore hole; rotating the reinforcing bolt in a first direction, opposite the direction of the thread of the helical channel of the bolt, to fragment the container and mix the resin, and pump the resin towards the closed end of the bore hole, whereby the resin initiates hardening; and prior to complete hardening of the resin but after substantial hardening thereof, rotating the reinforcing bolt in the reverse direction, while the resin completely hardens, to anchor the bolt.