This invention relates in general to the held of mining and construction and particularly to ground support equipment and specifically to a yielding spiral bolt appendage for a rock bolt.
Rock bolting is well known in civil engineering and mining operations. Bolting is done to secure loose rock to stable formations behind. This prevents rock falls and rock bursts which are known to be a major cause of death and injury in the construction and mining industries.
The rock surrounding an excavation subjected to stress fractures into slabs sub-parallel to the tunnel outline. The fracture extend into the surrounding rock to varying depths, expending on such factors as the magnitude and orientation of the stress and the strength of the rock. Dilation occurs during the fracturing process and more significantly, as a result of subsequent stress increases brought about by subsequent mining in the vicinity. The rock bolt is a yielding tendon capable of providing effective support in areas prone to seismic events or high stress changes.
A resin is used to adhere the yielding tendon to the rock. Often the resin is a binary type of adhesive contained in cartridges comprising a bonding agent and a hardening catalyst. Once the capsules are pierced the bonding agent and catalyst mix and the resin begins to set. In operation the resin cartridge(s) is inserted into a predrilled hole that passes through an unstable rock formation into a stable rock formation. A rock bolt is inserted into the drilled hole. The exposed end of the rock bolt that extends outside of the drilled hole is typically equipped with a nut for connection to a rotating device. The insertion end is often tipped with an apparatus to pierce the resin cartridges and mix the resin as the rock bolt is being rotated. It is important to the strength of the bond between the rock bolt, the resin and the rock body that the mixing be thorough. Less than adequate mixing will result in a weakened rock bolt installation.
A number of resin mixing apparatus have been proposed. One such device is shown in U.S. Pat. No. 4,704,052 VERSATILE ROOF BOLT ASSEMBLY issued to Hipkins et al on Nov. 3, 1987. Hipkins discloses an anchor bolt assembly including a helical coil external of and connected to a bolt shall that is coupled to the end of the rock bolt. The tip of the bolt shaft has a frustoconical plug that is used to pierce the resin cartridges as the bolt is rotated to mix the resin. The disadvantage associated with the Hipkins apparatus is that it is a relatively complicated apparatus and hence expensive to manufacture and use in the quantities necessary for rock bolting a major excavation. The Hipkins device comprises a coupler to couple the apparatus to the rock bolt, the helical coil welded to the outside of the apparatus and the frustoconical plus at the head of the apparatus. The coupler itself may present a possible yield point when the assembly is under tension during rock displacement.
Therefore, there is a continued requirement for a mixing apparatus that is easy to manufacture and cost-effective for use in large quantities while providing the necessary mixing results to establish a strong bond between the rock bolt and the rock formation.
In a preferred embodiment of the invention, there is a spiral bolt appendage for a rock bolt comprising, a body having a shank portion for attachment to the rock bolt integral with a helical flute portion for acting on a resin system placed within a drill hole. In one embodiment of the invention the appendage is threaded onto the end of a rock bolt. In another embodiment the appendage is welded to the end of a rock bolt. In one embodiment of the invention the body is cast from a suitable metal alloy such as hardened steel. In another embodiment of the invention the body is forged. In another embodiment of the invention the helical flute portion may be welded to the shank portion. In one embodiment of the invention the helical flute portion comprises an one-half pitch helix. However, in other embodiments of the invention the helical flute portion may be longer than one-half pitch to suit the installation requirements. The shank portion comprises a bore having a closed end and an open end for receiving an end of the rock bolt. The bore includes a threaded portion for threaded attachment with the end of the rock bolt. The shank portion comprises a cylinder having a first tapered portion and a second tapered portion and an apex between the two tapers. In another embodiment of the invention there is provided a rock bolt comprising a tension member comprising a first end for insertion into a predrilled hole in a rock formation and a second end disposed outside of the predrilled hole having it nut for attachment to a rotating machine. The first end of the rock bolt is threaded to a spiral bolt appendage. In yet another embodiment of the invention there is provided a rock bolting system comprising at least one resin cartridge for placement into a predrilled hole in a rock formation, a rock bolt comprising a tension member having an insertion end having a spiral bolt attached thereto for insertion into the predrilled hole and for piercing the resin cartridge thereby releasing and mixing the resin so that it sets adjacent to the spiral bolt. The tension member exposed end is disposed outside of the predrilled hole for attachment to a rotating machine for rotating the tension member and thereby mixing the resin.
Before explaining one preferred embodiment of the invention in detail, it is to he understood that the invention is not limited in its application to the details of construction and to the arrangements of the components set forth in the following description or illustrated in the drawings. The invention is capable of other embodiments and of being practiced and carried out in various ways. Also, it is to he understood that the phraseolgy and terminology employed herein are for the purpose of description and should not be regarded as limiting.
The invention will he better understood and objects or the invention will become apparent when consideration is given to the following detailed description thereof. Such description makes reference to the annexed drawings wherein:
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In a preferred embodiment of the invention the first taper 17 angle is 0.7 degrees and the second taper 19 angle is 1.5 degrees. Other angles can also he used. The length of the body 12 is preferably 3.25 inches with the shank 16 being preferably 2.25 inches long and the fluted portion 14 being one inch long. The width of the shank 16 at end 32 is preferably 0.78 inches and at apex 38 the width of the shank is preferably 0.82 inches. The width 24 of tip 22 is preferably 0.25 inches and the width of the fluted portion at its maximum is 0.78 inches. The flute section 14 comprises a one-half pitch helix and in a preferred embodiment the pitch of the helix is 2 inches. Other dimensions are possible to suit a particular rock bolt installation.
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It has been found in static testing of the invention that the body of the invention permits effective mixing of the resin within the drill hole so that there is it consistent yield strength of the rock bolt across a sample tested.
It will he appreciate by those skilled in the all that other variations of the embodiments described herein nay also he practiced without departing from the scope of the invention. Other modifications are therefore possible.
Sequence List Text
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/CA10/00382 | 3/19/2010 | WO | 00 | 7/8/2011 |