Abstract:
A tensionable mine roof bolt is constructed of multi-strand steel cable. The head end of the bolt is formed of an outer sleeve that is externally threaded at least part of the way from the end, in order to accept a conventional tension nut. The cable bolt shaft includes an enlarged section that is slightly larger than the diameter of the axial bore through the bolt head sleeve so that the cable enlarged section interferes with the bolt head sleeve as the enlarged section is pressed into the outer sleeve to form the cable bolt. The cable enlarged section is formed by the addition of a spacer sleeve around the cable center strand (king wire) and between the cable center strand and peripheral strands, or by the addition of a cable sleeve around the cable at the appropriate location. Either design will result in the cable enlarged section&#39;s having a greater outside diameter than the bolt head sleeve internal diameter bore, to result in the interference as the cable enlarged section is pressed into the bolt head sleeve. The outer sleeve is swaged down upon the cable to define a cable bolt tension head. The tension head includes radially aligned wings formed thereon. The external diameter of these wings is slightly greater than the internal diameter of the mine roof bore hole, so that the tension head must be driven into the rock formation above the mine tunnel roof. The radially aligned wings function to prevent the bolt tension head from rotating within the bore hole as the cable bolt is post-installation tensioned and/or re-tensioned, in order to prevent twisting and torquing of the cable section of the bolt within the bore hole between the resined-in bolt anchor and tension head.

Description:
CROSS-REFERENCE TO RELATED APPLICATIONS 
     Not Applicable 
     STATEMENT REGARDING FEDERALLY SPONSORED RESEARCH OR DEVELOPMENT 
     Not Applicable 
     REFERENCE TO A “MICROFICHE APPENDIX” 
     Not Applicable 
     BACKGROUND OF THE INVENTION 
     1. Field of the Invention 
     The present invention relates to mine roof bolts, and more particularly relates to tensionable mine roof bolts constructed of multi-strand steel cable. 
     2. Description of Related Art Including Information Disclosed Under 37 C.F.R. §1.97 and 37 C.F.R. §1.98 
     In the art of mine tunnel roof support, there are two major categories of bolting systems wherein mine roof bolts are anchored in bore holes drilled in the mine tunnel roof, the bolts&#39; purpose being to reinforce and stabilize the unsupported rock formation above the mine tunnel. These two categories of mine roof bolting systems are: (1) tension-type systems, and (2) passive-type systems. In each system, it is common practice to, first, drill a hole through the mine tunnel ceiling into the rock formation above to a depth appropriate for the type of rock formation to be supported. A mine roof bolt and roof plate are then anchored in the bore hole to support the mine roof and maintain the rock formation in place. 
     In a common tension-type mine roof bolt system, an expansion shell type anchor is installed on the threaded end of the bolt. The bolt and expansion shell anchor are inserted up into the bore hole until the roof plate is against the mine roof. The bolt is then rotated to thread a tapered plug section of the expansion shell down toward the bolt head, in order to expand the jaws of the expansion shell against the interior wall of the bore hole to thereby hold the mine roof bolt in place within the bore hole, the mine roof bolt functioning to support and stabilize the rock formation above the mine tunnel. 
     In passive-type mine roof bolt systems, the passive-type bolt is not attached to an expansion shell or similar anchor at the free (upper) end of the bolt, but rather is retained in place within the rock formation by a rapid-curing resin adhesive material that is mixed in the bore hole as the bolt is rotated and positioned within the bore hole. In theory, the resin adhesive bonds the bolt to the rock formation along the total length of the bolt within the bore hole in the rock formation. It is also common practice to use resin adhesive with a tension-type mine roof bolt to retain the bolt within the mine roof bore hole, at least along the upper portion of the bolt. Again, when the rock formation shifts, certain types of tension system bolts can be retightened by rotating the bolt or nut. 
     In passive-type and some tension-type mine roof bolting systems, one or more resin cartridges are inserted into the bore hole prior to (ahead of) the mine roof bolt. Forcing the mine roof bolt into the bore hole while simultaneously rotating the bolt ruptures the resin cartridge(s) and mixes the resin components within the annulus between the bolt shaft and bore hole wall. Ideally, the resin adhesive mixture totally fills the annulus between the bolt shaft and bore hole wall at least along the upper portion of tension-type bolting systems, and along the total length of the bolt shaft and bore hole wall in passive-type systems. The resin mixture is forced into cracks and crevices in the bore hole wall and into the surrounding rock formation to adhere the bolt to the rock formation. 
     When extremely long mine roof bolts are necessary, it is common practice to attach two or more bolt shaft sections together by couplers to result in a “roof bolt” of sufficient length appropriate for the particular type of rock formation. These couplers between bolt sections, being of a larger diameter than the bolt shafts, prevent the mixed resin adhesive from flowing downwardly (resin return) within the bore hole annulus from the first (upper) bolt section to the lower section(s). Therefore, the effective anchoring of the bolt to the bore hole wall within the rock formation is, essentially, only along the length of the first (upper) bolt section wherein the resin adhesive totally fills the annulus between the bolt section and the bore hole wall. 
     To alleviate this problem, it has been common practice simply to drill a larger bore hole in the rock formation that will enable the resin adhesive to flow around the coupler(s) as the bolt is being inserted into and rotated within the bore hole to mix the resin. Although this does effect the desired result (resin return around the coupler(s) within the annulus between the bolt shaft and bore hole wall), it creates another problem that, depending on the type of rock formation, may be more dangerous than the problem that is corrected by a larger bore hole. Specifically, bonding of the resin adhesive material to hold the mine roof bolt in place within the bore hole is considerably weakened by virtue of the increased distance between the bolt shaft and bore hole wall, and the sheer volume of resin adhesive material necessary to totally fill the annulus. Additionally, by virtue of their specific makeups, mine roof rock formations that actually require long (fifteen feet or longer) mine roof bolts are more susceptible to movement and shifting within the rock formation, than are more solid rock formations that require only shorter mine roof bolts. 
     Another common problem with using mine roof bolt sections coupled together in such rock formations that require longer (coupled) mine roof bolts, this shifting of the rock formation (shear) causes the bolt couplers to fracture. When this happens, of course, the effective holding length of the mine roof bolt is instantly decreased. In many instances, there is no or very little resin adhesive material around the broken bolt shaft to help stabilize the rock formation. Therefore, in almost all instances, this shortened mine roof bolt is ineffective to safely prevent the mine roof rock formation from further shifting and potential collapse. 
     In response to these problems, so-called “cable bolts” have been devised for both tension-type systems and passive-type systems. A common design for a tension-type (tensionable) mine roof bolt has a bolt “head” formed of a steel rod having an axial bore in one end and an externally threaded shaft at the other end. This “head” is swaged down upon the cable to define a rigid threaded end (tension head) of the mine roof bolt for receiving a tensioning nut. The threaded section of the bolt head permits tensioning of the bolt within the rock formation above the mine tunnel after the resin mixture has set, and also permits subsequent re-tensioning of the mine roof bolt when the bolt loosens as a result of shifts in the rock formation. 
     In theory, the tensionable cable bolt alleviates the problems inherent in using solid mine roof bolt sections in a shifting rock formation above the mine tunnel. In practice, however, the above-described tensionable cable bolt has introduced a different problem. Specifically, because the cable is not solid, it tends to twist or torque as it is being initially tensioned upon installation and solidification of the resin material, and also as it is periodically re-tensioned when necessary. This twisting or torquing of the cable has two effects, depending on whether the tightening torque applied to the nut is in the same direction as the cable twist or in the opposite direction of the cable twist. If the nut-tightening torque is in the opposite direction of the cable twist, of course, the cable will unwind and separate. If the nut-tightening torque is in the same direction as the twist of the cable, the cable will torque and twist within the hole, and will actually draw up (shorten) in length between the anchor and the tension head and nut, due to the spiral orientation of the twisted cable. The effective “shortening” of the free length of cable as it is being tensioned or re-tensioned, therefore, causes the cable to become taut prematurely, due to its artificially shortened length. Therefore, when the tensioning torque applied to the nut is released, the twisted cable is permitted to relax and untwist, thereby returning its effective length to the original pre-tensioned length. The effect of this is that the “tensioning” is lost, inasmuch as, due to the torquing and twisting of the cable within the bore hole, the “tensioning” turns out to be, in fact, false tensioning. 
     In addition, tensioning or re-tensioning tensionable cable bolts having the nut-tightening torque in the same direction as the cable twist also generates a “reverse torque” or opposing torque stored as potential energy within the twisted and torqued span of cable. As the rock formation shifts, the bolt tends to untorque or untwist within the bore hole, and therefore increase its effective length from the anchor to the tensioning nut. Of course, this increase in effective length of the bolt relaxes tension in the “false” tensioned bolt to zero, rendering the bolt ineffective to maintain the rock formation above the mine tunnel in the compression necessary to maintain the integrity of the rock formation. 
     OBJECTS OF THE INVENTION 
     It is therefore an object of the present invention to provide a tensionable mine roof cable bolt that does not twist within the mine roof bore hole as the bolt is being tensioned or re-tensioned. 
     It is another object of the present invention to provide a tensionable mine roof cable bolt that does not change in length as it is being tensioned or re-tensioned within the mine roof bore hole. 
     It is a further object of the present invention to provide a tensionable mine roof cable bolt that does not store potential energy in the form of coil spring torque that can be released to loosen the bolt within the bore hole, when the rock formation above the mine tunnel roof shifts. 
     BRIEF SUMMARY OF THE INVENTION 
     The tensionable mine roof bolt of the present invention is constructed of a length of pre-tensioned, multi-strand steel cable, commonly formed of six individual pre-tensioned steel strands spirally wrapped around a seventh steel strand. The head end of the bolt is formed of an outer sleeve that is externally threaded at least part of the way from the end, in order to accept a conventional tension nut. The cable bolt shaft includes an enlarged section that is slightly larger than the internal diameter of the bolt head outer sleeve so that the cable enlarged section slightly interferes with the bolt head outer sleeve as the enlarged section is pressed into the outer sleeve to form the cable bolt. The cable enlarged section is formed by the addition of a spacer sleeve around the cable center strand (king wire) and between the cable center strand and peripheral strands, or by the addition of a cable sleeve around the cable at the appropriate location. Either design will result in the cable enlarged section&#39;s having a slightly greater outside diameter than the bolt head outer sleeve internal diameter bore, to result in the interference as the cable enlarged section is pressed into the bolt head outer sleeve. 
     In a preferred embodiment, the steel outer sleeve is swaged onto the cable to define a rigid threaded tension head for receiving the tension nut in a manner to result in the forming of a plurality of aligned wings formed on the tension head. The maximum external diameter of these wings is slightly greater than the internal diameter of the mine roof bore hole, so that the cable bolt tension head must be driven into the rock formation at the mine tunnel roof. The aligned wings function to prevent the bolt tension head from rotating within the bore hole in order to prevent twisting and torquing of the cable section of the bolt within the bore hole between the resined-in bolt anchor and tension head. Because the bolt tension head does not torque or twist relative to the anchor, the above-listed problems inherent in present-day tensionable cable bolts are eliminated. 
    
    
     BRIEF DESCRIPTION OF THE SEVERAL VIEWS OF THE DRAWING 
     FIG. 1 is a partial sectional view of the tensionable cable bolt of the present invention, illustrating the multi-strand cable, enlarged cable section, and outer sleeve defining the bolt head. 
     FIG. 2 is a sectional view of the center cable strand sleeve showing the tapered end thereof, and the manner in which the sleeve fits on the center cable strand and between the center strand and the spirally wound peripheral cable strands. 
     FIG. 3 is a view of the tension head of the mine roof bolt illustrating the wings for anchoring the tension head in the rock formation adjacent the mine tunnel roof. 
     FIG. 4 is a sectional view of the tensionable mine roof cable bolt, taken in the direction of arrows  4 — 4  in FIG.  3 . 
     FIG. 5 is a view similar to FIG. 1 of an alternative embodiment tensionable cable bolt, illustrating the cable sleeve. 
     FIG. 6 is a perspective view of a semi-cylindrical cable sleeve section. 
     FIG. 7 is a side elevational view of the tensionable mine roof bolt of the present invention, the tension head shown partially in vertical section, illustrating typical placement of the anchor collars. 
     FIG. 8 is an end view of the tensionable cable bolt illustrated in FIG. 7, looking in the direction of arrows  8 — 8  in FIG.  7 . 
     FIG. 9 is a side elevational view of the end of an alternative embodiment of the anchoring mechanism for the tensionable cable bolt. 
     FIG. 10 is a sectional view through the spirally wrapped resin capsule shredder and resin mixer of the alternative embodiment of FIG. 9, taken in the direction of arrows  10 — 10  in FIG.  9 . 
    
    
     DESCRIPTION OF THE PREFERRED EMBODIMENT 
     Referring now to the drawings and initially to FIG. 1, the tensionable mine roof cable bolt of the prevent invention is shown, generally illustrated by the numeral  10 . The tensionable cable bolt comprises a shaft  12 , comprising a length of steel stranded cable, which in the embodiment shown, is made up of six peripheral steel strands  14  spirally wrapped around a center steel strand  16  (More clearly shown in FIG.  2 .). 
     In a first embodiment of the tensionable cable bolt of the present invention, the bolt head is formed of an outer sleeve  18  having the cable shaft  12  pressed therein. This outer sleeve  18  may be of any desired length suitable for providing the desired amount of bolt re-tensioning as the rock formation above the mine tunnel roof (not shown) shifts. Typically, the length of the outer sleeve  18  can be anywhere from one foot to four feet or longer. Also typically, the outer diameter of the outer sleeve  18  is generally slightly less than the diameter of the mine tunnel roof bore hole. 
     The outer sleeve  18  includes a set of external threads  20  at the lower end thereof for receiving a threaded nut  22  thereon. In this embodiment, therefore, the tensionable cable bolt of the present invention is post-installation tensionable, by virtue of the threaded nut and external thread arrangement. 
     The cable shaft  12  is provided with an enlarged section, generally illustrated at  24 . This cable enlarged section  24  may be better understood with reference to FIG. 2, which illustrates the structure for creating the enlarged section. In FIG. 2, the cable peripheral strands  14  are unwound and separated slightly at one end of the cable shaft  12 , and a center wire sleeve  26  is slid directly onto the cable center strand  16 , sometimes referred to as the king wire. The center wire sleeve  26  is a metal sleeve, formed of metal slightly softer than the steel strands that comprise the bolt shaft cable. The center wire sleeve  26  has an internal bore  28  that is sized to approximate the outside diameter of the cable center strand  16 . In addition, the center wire sleeve  26  may include a longitudinal slit therein (not shown) to permit the sleeve to (1) expand slightly to facilitate installation onto the cable center strand, and (2) compress and deform slightly as the cable enlarged section  24  is pressed into the outer sleeve  18  to form the tensionable cable bolt. 
     As shown in FIG. 2, the center wire sleeve  26  is slipped directly onto the cable center strand  16  (the cable peripheral strands having been unwound slightly and separated from the center strand), and the cable peripheral strands rewound directly over the center wire sleeve in order to define the cable enlarged section adjacent the end of the cable. The resulting outside diameter of the cable enlarged section  24  is slightly larger than the diameter of the original internal bore  30  through the outer sleeve  18 . This original outer sleeve internal bore  30  is generally of a diameter equal to or slightly greater than the cable diameter, so that the bolt cable can relatively easily be pulled through the outer sleeve, but that the cable enlarged section  24  interferes with the outer sleeve because its diameter is greater than the outer sleeve internal bore. This interference between the cable enlarged section  24  and the outer sleeve internal bore causes the outer sleeve internal bore and the center wire sleeve  26  to deform slightly as the cable enlarged section is pressed into the outer sleeve, and, of course, provides the resistance to tension load applied to the cable bolt. 
     The preferred embodiment of the center wire sleeve  26  includes a tapered conical surface  32  at one end thereof for providing a smooth transition of the outside diameter of the cable shaft  12  to the cable enlarged section  24 . Those skilled in the art will readily appreciate that this transition from the cable diameter to the outer diameter of the cable enlarged section provided by the center wire sleeve tapered conical surface  32  eliminates the possibility of forming nicks in the peripheral cable strands  14  otherwise caused by a non-tapered surface at the (upper) end of the center wire sleeve, which peripheral strand nicks would tend to weaken the peripheral cable strands and initiate fractures in the peripheral cable strands as increased tension load is put on the tensionable cable bolt. 
     In one embodiment, the steel outer sleeve that becomes the tension head  18  is swaged onto the cable by a piston-ram swaging device (not shown). The swaging device has a stationary semi-cylindrical die, and an opposing semi-cylindrical die mounted on the ram piston for swaging the outer sleeve onto the cable in diametrical fashion. As a practical matter, the two semi-cylindrical dies are not 100% completely semi-cylindrical. The result is that, when the steel outer sleeve is swaged onto the cable, swaging causes some of the outer sleeve material to be forced radially outwardly between the dies, forming two diametrically aligned radial wings  34  that function to prevent the tensioning head from rotating within the mine roof bore hole as the bolt is post-installation tensioned and re-tensioned as required. The tension head and wings are best shown in FIGS. 3 and 4. 
     For other cable bolt embodiments, the swaging device may have a plurality of dies mounted on respective ram pistons for swaging the outer sleeve onto the cable in a manner to provide a plurality of linear aligned radial wings along the essentially cylindrical outer surface of the outer sleeve. For example, three ram piston devices may be spaced radially at 120° about the longitudinal axis of the outer sleeve and cable to result in three equally-spaced wings on the bolt tension head. Likewise, four ram piston devices may be spaced radially at 90° about the longitudinal axis of the outer sleeve and cable to result in four equally-spaced wings on the bolt tension head. As in the dies used in production of the preferred embodiment bolt tension head, the plurality of 120° or 90° dies are not 100% completely 120° or 90° arcuate, respectively, so that swaging causes some of the outer sleeve material to be forced radially outwardly between the dies, forming the appropriate number of aligned radial wings  34  that function to prevent the tensioning head from rotating within the mine roof bore hole as the bolt is post-installation tensioned and re-tensioned as required. 
     As shown, the outer sleeve that becomes the tension head  18  is swaged onto the cable  12  in the area above (ahead of) the cable enlarged section  24  in a manner to prevent the cable enlarged section from pulling through the tension head. In addition, the length of the cable center wire sleeve  26  and overall diameter of the cable enlarged section  24  are determined so that the cable will be held within the tension head well beyond the tension failure maximum loading of the cable. 
     The pre-swaging diameter of the steel outer sleeve that becomes the tension head is sized to result in the formed tension head wings  34  being of a diametric distance that is greater than the inside diameter of the mine roof bore hole. In addition, and as best shown in FIGS. 1,  3 , and  5 , the formed wings  34  have curved outer surfaces from top to bottom, and have inherently sharp outside cutting edges (best shown in FIG. 4) for cutting into the rock formation surrounding the mine roof bore hole. It is therefore intended that the cable bolt tension head be driven into the rock formation bore holes so that the tension head wings  34  cut into the rock formation to prevent the tension head from rotating within the bore hole. Understandably then, any rotation of the tensionable mine roof bolt within the bore hole in order to thoroughly mix the resin material at the top of the bore hole must be ceased at the time that the mine roof bolt tension head approaches the mine tunnel roof as it is being inserted into the bore hole. 
     FIG. 5 is a view similar to FIG. 1, illustrating an alternative embodiment of the tensionable cable bolt of the present invention. The cable bolt of the embodiment of FIG. 5 does not include the cable enlarged section formed by the center wire sleeve positioned around the cable center strand and under the cable peripheral strands. Rather, the enlarged section of the cable is formed by the addition of a cable sleeve  36  positioned directly around the cable shaft  12  at the threaded (lower) end of the outer sleeve  18 . In this embodiment, the cable sleeve  36  may be formed in a single cylindrical piece, two essentially identical semi-cylindrical sleeve-like pieces, or three or more essentially identical arcuate sections. With a single cylindrical piece cable sleeve  36 , the cable sleeve includes a longitudinal slit (not shown) therein to enable the sleeve to (1) expand slightly to facilitate installation onto the cable, and (2) compress slightly as the cable and sleeve are pressed into the outer sleeve  18  to form the tensionable cable bolt. 
     FIG. 5 also illustrates that the cable sleeve  36  includes an external annular taper  38  on the leading end thereof. This annular taper, of course, facilitates initial insertion of the cable sleeve  36  (positioned around the cable shaft  12 ) into the end of the outer sleeve  18  to form the tensionable cable bolt. 
     FIG. 6 is a perspective view of a semi-cylindrical section  40  of a two-piece cable sleeve similar to that shown in FIG.  5 . The perspective view of FIG. 6 more clearly shows the parallel annular serrations  42  within the cable sleeve, and also illustrates the external annular taper  38  on one end of the cable sleeve, as previously described. 
     As shown in FIG. 7, the cable bolt includes a plurality of anchor collars  44  attached to the cable at various points. These anchor collars  44  take the form of steel sleeves or cylinders that are swaged down upon the cable  12  with sufficient force to deform the sleeve material into the interstices between the individual peripheral steel strands of the multi-strand cable in order to more securely attach the anchor collar to the cable against axial slippage. 
     As in the steel outer sleeve that becomes the tension head, the steel cylinders that become the anchor collars  44  are swaged onto the cable by a piston-ram swaging device (not shown). The swaging device has a stationary semi-cylindrical die, and an opposing semi-cylindrical die mounted on the ram piston for swaging the cylinder on the cable in diametrical fashion. Similarly, the two semi-cylindrical dies are not 100% completely semi-cylindrical, so that when the steel cylinder is swaged onto the cable, swaging causes some of the cylinder material to be forced radially outwardly between the dies, forming two diametrically aligned wings  46  that function as centering devices to center the anchor collars and cable bolt within the bore hole. The anchor collar and wings are best shown in FIGS. 7 and 8. 
     The pre-swaging diameter of the steel cylinder that becomes an anchor collar  44  is sized to result in the formed anchor collar wings  46  being of a diametric distance that corresponds to the inside diameter of the mine roof bore hole. In addition, and as best shown in FIG. 7, the formed wings  46  have curved outer surfaces from top to bottom, and have inherently sharp outside cutting edges (best shown in FIG. 8) for cutting into and shredding the plastic casing of the resin grout material capsule (not shown) as the end of the cable bolt is inserted up into the mine roof bore hole against the resin material capsule. 
     In one embodiment, the cable bolt includes a plurality of anchor collars  44  equally spaced along the cable shaft. In accordance with a primary aspect of the invention, each anchor collar  44  is rotated approximately 90° from each adjacent anchor collar. This orientation serves the multiple purposes of (1) optimizing the function of the anchoring collars to center the cable shaft within the bore hole, (2) improved cutting and shredding of the resin material plastic capsule as the cable shaft is inserted up into the mine tunnel roof bore hole against the resin capsule, and (3) optimizing the mixing of the resin material as it is forced into the annulus between the mine tunnel roof bore hole and the series of anchor collars and into the annulus between the mine tunnel roof bore hole and the sections of cable between adjacent anchor collars. The inventor has determined that the combination of the plurality of anchor collars  44  at a relative close spacing therebetween and the alternating orientation of the anchor collar wings  46  mixes the resin material sufficiently thoroughly that rotating or spinning of the cable bolt within the bore hole is not necessary. Therefore, the tensionable cable bolt of the present invention can be anchored in the rock formation above the mine tunnel using the much stronger resin material, as opposed to previous mine roof bolts that require spinning within the bore hole to mix the resin material, and as opposed to other previous cable bolt systems that must utilize weaker, no-mix cement. 
     FIG. 9 is a side elevation view of the end of an alternative embodiment of the tensionable cable bolt. This alternative embodiment replaces the end anchor collar with a steel wire coil  48  spirally wrapped around the end of the cable shaft. The remote end  50  of the steel wire coil is swaged onto the end of the cable. The opposite end  52  of the steel wire coil may or may not be swaged onto the cable. 
     As best shown in FIG. 10, the steel wire coil  48  is not a “wire” in the general sense of the term. Rather, the steel wire coil  48  takes the form of a steel outer sleeve having a square cross-section that is spirally wrapped around the end of the cable. The inventor has determined that the square cross-section of the spirally wrapped steel wire coil is a considerable improvement over previous spirally wrapped wires. Specifically, the steel wire coil  48 , having a square cross-section, by definition, includes two sharp-cornered spiral leading edges  54  that function to: (1) shred the resin material capsule, emptying the contents therefrom, and (2) more effectively churn and mix the resin catalyst with the active resin agent, than can be done with spirally wrapped wires having round cross-sections. The reason for this is that, as a spirally wrapped wire having a round cross-section is caused to rotate through the chemical resin material, the rounded front surface of the circular wire tends to only spread the existing resin material components in a manner similar to that in which the leading edge of an airfoil spreads the fluid medium. By contrast, the sharp edges of the square cross-section wire do not simply spread the chemical resin material as the steel wire coil pushes through. Rather, the angled spiral top surface  56  of the steel wire coil  48  causes the chemical resin material to slide downwardly and around the sharp edges  54 , thereby thoroughly churning and mixing the catalyst with the resin active agent as the shaft of the cable is inserted into the borehole. The inventor has determined that four “flights” or revolutions of the square steel wire coil  48  around the cable shaft  12  for a length of approximately ten inches, are sufficient to thoroughly rotate the catalyst and churn it into the resin active agent in order to ensure a thorough and complete mix of the resin material, without the necessity of rotating the cable bolt. 
     The inventor has also determined that a {fraction (5/16)} diameter square steel outer sleeve spirally wrapped around the cable shaft is an optimum size for thoroughly mixing the resin material within the borehole annulus around the cable shaft. This {fraction (5/16)} diameter square outer sleeve spirally wrapped around a 0.600 diameter cable shaft essentially totally fills a 1¼″ diameter borehole, thereby also ensuring a thorough mix of the resin catalyst and active agent by forcing the resin catalyst to be churned into the resin active agent by the spirally wrapped steel wire coil. 
     Installation 
     The tensionable mine roof bolt of the prevent invention is installed in a manner similar to previous tensionable cable bolts. Specifically, the cable shaft is inserted into a mine roof bore hole following the insertion of one or more resin cartridges. A nut is installed on the threaded section of the tension head, and the nut is then positioned in the head of the boom of a mine tunnel roof drilling and roof bolt inserting machine. During the initial stages of forcing the tensionable cable bolt up into the mine roof bore hole, the tensionable cable bolt may or may not be rotated or spun to assist in mixing the resin material. 
     The tensionable cable bolt of the present invention is intended to fully mix the resin material within the mine roof bore hole without the necessity or rotating or spinning the cable bolt. Nonetheless, the installer may spin the bolt within the bore hole until the cable bolt tension head  18  approaches the surface of the mine tunnel roof, at which time rotation or spinning of the cable bolt must cease. As the cable bolt tension head approaches the mine tunnel roof surface, all rotation or spinning is stopped, and the cable bolt tension head is simply forced or driven up into the mine tunnel roof bore hole. Because of the fact that the outside diameter (exclusive of the wings) of the cable bolt tension head is essentially that of, or possibly slightly smaller than, the bore hole ID, the equally-spaced tension head radial wings cut into the sides of the bore hole adjacent the roof as the tensionable cable bolt is driven into the mine tunnel roof bore hole. Once the tensionable cable bolt is in position within the mine tunnel roof bore hole to permit the mixed resin material to set, it is not necessary to further maintain upward force on the bolt tension head (i.e., the tension nut) in order to retain the tensionable cable bolt within the bore hole for the resin material to “set”. This is because of the fact that the tension head equally spaced radial wings have been driven or forced into the mine tunnel roof bore hole rock formation. Therefore, the installer is free to proceed to the next bore hole without waiting the customary 1-2 minutes for the resin material to set within the bore hole and around the cable bolt. 
     Once the resin is set, the tensionable cable bolt of the present invention is post-installation tensioned in the customary manner. The improvement, however, is that the cable bolt tension head does not rotate within the mine roof bore hole as the cable bolt is post-installation tensioned or subsequently re-tensioned because of loosening due to rock formation shifts above the mine tunnel. This “non-rotation” of the cable bolt tension head is effected by the equally-spaced tension head radial wings driven into the rock formation around the mine tunnel roof bore hole. Therefore, the bolt cable shaft is not twisted, untwisted, or torqued, resulting in affecting the effective length of the cable bolt, which would otherwise result in “false-tensioning” of the cable bolt and therefore premature loosening of the cable bolt within the mine roof bore hole. 
     From the foregoing it will be seen that this invention is one well adapted to attain all of the ends and objectives herein set forth, together with other advantages which are obvious and which are inherent to the apparatus. It will be understood that certain features and subcombinations are of utility and may be employed with reference to other features and subcombinations. This is contemplated by and is within the scope of the claims. As many possible embodiments may be made of the invention without departing from the scope of the claims. It is to be understood that all matter herein set forth or shown in the accompanying drawings is to be interpreted as illustrative and not in a limiting sense. 
     LIST OF REFERENCE NUMBERS 
       10  tensionable mine roof bolt 
       12  bolt shaft (cable) 
       14  peripheral cable strands 
       16  central cable strand 
       18  outer sleeve (tension head) 
       20  tension head external threads 
       22  tension head nut 
       24  cable enlarged section 
       26  cable center wire sleeve 
       28  cable center wire sleeve internal bore 
       30  tension head internal bore 
       32  center wire sleeve tapered conical surface 
       34  tension head wings 
       36  cable sleeve 
       38  cable sleeve external annular tapered surface 
       40  cable sleeve semi-cylindrical section 
       42  cable sleeve annular serrations 
       44  anchor collars 
       46  anchor collar wings 
       48  steel wire coil 
       50  coil remote end 
       52  coil opposite end 
       54  coil spiral leading edge 
       56  coil spiral angled top surface