Cable sling for support and stabilization of underground openings

Claim 2

In support means for underground passages, the improvement which comprises: cable sling means in the underground passage and having terminal ends penetrating substantially uniform size holes in the material adjacent the underground passage; anchor means engaged with the terminal ends of said cable sling means; and split sleeve members surrounding said cable sling adjacent said anchor means, said split sleeve members being in position for driving said anchor means into the underground passage material and to react in compression upon penetrating the holes in the material for establishing frictional engagement with such material adjacent the underground passage, whereby the cable sling means is tensioned and the anchor means are stabilized in position by said split sleeve members and said split sleeve members actively load the side wall of the holes in the underground passage material radially long substantially the entire length thereof.

Claim 3

In support means for underground passages, the improvement which comprises: cable sling means in the underground passage and having terminal ends penetrating the material adjacent the underground passage; anchor means engaged with the terminal ends of said cable sling means, said anchor means comprising a drive block secured to the terminal ends of said cable sling means and having a portion radially expandable into engagement with the underground passage material; and split sleeve members surrounding said cable sling adjacent said anchor means, said split sleeve members being in position for driving said anchor means into the underground passage material and to be compressed into frictional engagement with such material adjacent the underground passage, said split sleeve members having an end portion which radially expands said portion of said drive block concurrently with driving said anchor means into the material adjacent the underground passage, whereby the cable sling means is tensioned and the anchor means are stabilized by said split sleeve members in position and said split sleeve members actively load the underground passage material radially along substantially the entire length thereof.

Claim 4

In support means for underground passages, the improvement which comprises: cable sling means in the underground passage and having terminal ends penetrating the material adjacent the underground passage; anchor means engaged with the terminal ends of said cable sling means, said anchor means comprising a drive block secured to the terminal ends of said cable sling means and having a portion radially expandable into engagement with the underground passage material; and split sleeve members surrounding said cable sling adjacent said anchor means, said split sleeve members being in position for driving said anchor means into the underground passage material and to be compressed into frictional engagement with such material adjacent the underground passage, said split sleeve members having an end portion which radially expands said portion of said drive block concurrently with driving said anchor means into the material adjacent the underground passage, whereby the cable sling means is tensioned and the anchor means are stabilized by said split sleeve members in position and said split sleeve members actively load the underground passage material radially along substantially the entire length thereof.

Claim 5

In support means for underground passages, the improvement which comprises: cable sling means in the underground passage and having terminal ends penetrating the material adjacent the underground passage; anchor means engaged with the terminal ends of said cable sling means, said anchor means comprising an expandable block secured onto the terminal end portions of said cable sling means; mechanical means engaged with said expandable block for expanding said anchor means into contact with the underground passage material; and split sleeve members surrounding said cable sling adjacent said anchor means, said split sleeve members being in position for driving said anchor means into the underground passage material and to be compressed into frictional engagement with such material adjacent the underground passage, whereby the cable sling means is tensioned and the anchor means are stabilized by said split sleeve members in position and said split sleeve members actively load the underground passage material radially along substantially the entire length thereof.

Claim 6

In support means for underground passages, the improvement which comprises: cable sling means in the underground passage and having terminal ends penetrating the material adjacent the underground passage; anchor means engaged with the terminal ends of said cable sling means, said anchor means comprising an expandable block secured onto the terminal end portions of said cable sling means; mechanical means engaged with said expandable block for expanding said anchor means into contact with the underground passage material; and split sleeve members surrounding said cable sling adjacent said anchor means, said split sleeve members being in position for driving said anchor means into the underground passage material and to be compressed into frictional engagement with such material adjacent the underground passage, whereby the cable sling means is tensioned and the anchor means are stabilized by said split sleeve members in position and said split sleeve members actively load the underground passage material radially along substantially the entire length thereof.

Claim 7

In support means for underground passages, the improvement which comprises: cable sling means in the underground passage and having terminal ends penetrating the material adjacent the underground passage; anchor means engaged with the terminal ends of said cable sling means, said anchor means comprising a drive block fastened onto the terminal end portions of said cable sling means; means projecting beyond said drive blocks; anchor material engaging said projecting means with said underground passage material; and split sleeve members surrounding said cable sling adjacent said anchor means, said split sleeve members being in position for driving said anchor means into the underground passage material and to be compressed into frictional engagement with such material adjacent the underground passage, whereby the cable sling means is tensioned and the anchor means are stabilized by said split sleeve members in position and said split sleeve members actively load the underground passage material radially along substantially the entire length thereof.

Claim 8

In support means for underground passages, the improvement which comprises: cable sling means in the underground passage and having terminal ends penetrating the material adjacent the underground passage; anchor means engaged with the terminal ends of said cable sling means, said anchor means comprising a drive block fastened onto the terminal end portions of said cable sling means; means projecting beyond said drive blocks; anchor material engaging said projecting means with said underground passage material; and split sleeve members surrounding said cable sling adjacent said anchor means, said split sleeve members being in position for driving said anchor means into the underground passage material and to be compressed into frictional engagement with such material adjacent the underground passage, whereby the cable sling means is tensioned and the anchor means are stabilized by said split sleeve members in position and said split sleeve members actively load the underground passage material radially along substantially the entire length thereof.

Claim 9

The improvement set forth in claim 4, wherein said projecting means is an integral part of said cable sling means.

Claim 10

The improvement set forth in claim 4, wherein each of said projecting means is an element having a prepared surface for increasing the strength of the engagement by said anchor material.

Claim 11

The improvement set forth in claim 4, wherein each of said projecting means is a length of reinforcing bar stock.

Claim 12

Support means applicable for restraining the mass of material in the roof as well as at the sides of an underground passage, said support means comprising: a cable sling having its opposite ends disposed in bore holes directed into the mass of material adjacent the passage; anchor means attached to the respective end portions of said cable sling for reception in the bore holes; and split sleeve means in position driving said anchor means into the bore holes for exerting tension in the cable sling to support the mass of material, each of said split sleeve means consisting of a generally tubular member having a slot extending from end to end and receiving a portion of the cable sling, one end of said tubular member being in driving relation with said anchor means and the opposite end being exposed in the passage for receiving a driving force, and said slot in said tubular member permitting substantial circumferential compression upon insertion of said body into the bore holes and subsequent exertion of frictional engagement with the surrounding surface of the bore hole.

Claim 13

Support means applicable for restraining the mass of material in the roof as well as at the sides of an underground passage, said support means comprising: a cable sling having its opposite ends disposed in bore holes directed into the mass of material adjacent the passage; anchor means attached to the respective end portions of said cable sling for reception in the bore holes; and split sleeve means in position driving said anchor means into the bore holes for exerting tension in the cable sling to support the mass of material, each of said split sleeve means consisting of a generally tubular member having a slot extending from end to end and receiving a portion of the cable sling, one end of said tubular member being in driving relation with said anchor means and the opposite end being exposed in the passage for receiving a driving force, and said slot in said tubular member permitting substantial circumferential compression upon insertion of said body into the bore holes and subsequent exertion of frictional engagement with the surrounding surface of the bore hole.

Claim 14

The improvement set forth in claim 8, wherein said anchor means comprises: a drive block secured to the ends of said cable sling means and having a portion radially expandable into engagement with the bore hole, and said tubular members have an end portion which radially expands said portion of said drive blocks concurrently with driving said anchor means into the material adjacent the passage.

Claim 15

The improvement set forth in claim 8, wherein said anchor means comprises: an anchor block swaged onto the ends of said cable sling; and mechanical means engaged with said anchor blocks for expanding said anchor blocks into contact with the material of said bore holes.

Claim 16

The improvement set forth in claim 8, wherein said anchor means comprises: a drive block fastened onto the ends of said cable sling; means projecting beyond said blocks; and anchoring material engaging said projecting means with said material of said bore hole.

Claim 17

The improvement set forth in claim 11, wherein said projecting means is an integral part of said cable sling.

Claim 18

The improvement set forth in claim 8, wherein each of said projecting means is an element having a prepared surface for increasing the strength of the engagement by said anchor material.

Claim 19

The improvement set forth in claim 8, wherein each of said projecting means is a length of reinforcing bar stock.

Claim 20

Support means for engaging and restraining underground geologic material, said support means comprising: a cable sling extending across the underground geologic material, said cable sling having opposite terminal ends disposed in bore holes in the geologic material; anchor means connected to said terminal ends of said cable sling and movable into said bore holes; split sleeve members receiving the cable sling adjacent said anchor means and being positioned for driving said anchor means into the bore holes and thereby tensioning the cable sling, said split sleeve members engaging the surfaces of the bore holes for increasing the resistance of said anchor means to displacement due to geologic material shift and movement; and means between the cable sling and the geologic material acting to block the cable sling in position.

Claim 21

Support means for engaging and restraining underground geologic material, said support means comprising: a cable sling extending across the underground geologic material, said cable sling having opposite terminal ends disposed in bore holes in the geologic material; anchor means connected to said terminal ends of said cable sling and movable into said bore holes; split sleeve members receiving the cable sling adjacent said anchor means and being positioned for driving said anchor means into the bore holes and thereby tensioning the cable sling, said split sleeve members engaging the surfaces of the bore holes for increasing the resistance of said anchor means to displacement due to geologic material shift and movement; and means between the cable sling and the geologic material acting to block the cable sling in position.

Claim 22

The support means set forth in claim 15, wherein said anchor means connected to said terminal ends of said cable sling are dissimilar for effecting a substantially unsymmetrical anchorage for said cable sling.

Claim 23

A cable sling assembly for installation in a geologic mass in bore holes formed in such mass, said assembly comprising: a flexible cable; drive means secured to said cable adjacent the opposite ends of said cable, said drive means having a dimension allowing easy passage thereof in a bore hole of the geologic mass; elongated split sleeve members having a driving end portion and an opposite free end, said members being mounted on said cable by receiving said cable through said elongated split with said driving end presented toward said drive means, said elongated split sleeve members having driving engagement on said drive means and said split sleeve members having a dimension larger than the bore hole for establishing retention of said drive means.

Claim 24

A cable sling assembly for installation in a geologic mass in bore holes formed in such mass, said assembly comprising: a flexible cable; drive means secured to said cable adjacent the opposite ends of said cable, said drive means having a dimension allowing easy passage thereof in a bore hole of the geologic mass; elongated split sleeve members having a driving end portion and an opposite free end, said members being mounted on said cable by receiving said cable through said elongated split with said driving end presented toward said drive means, said elongated split sleeve members having driving engagement on said drive means and said split sleeve members having a dimension larger than the bore hole for establishing retention of said drive means.

Claim 25

The cable sling assembly set forth in claim 17, wherein said drive means secured at one end of said cable is a block, and said drive means secured at the opposite end of said cable is a split block and a wedge element for expanding said split block.

Claim 26

The cable sling assembly set forth in claim 17, wherein said drive means includes extension means in position for preceding said drive means passage into a bore hole; and auxiliary anchor means for retaining said extension means in a bore hole.

Claim 27

The cable sling assembly set forth in claim 19, wherein said auxiliary anchor means comprises a portion of said cable and settable anchor material for cooperating with said portion of said cable.

Claim 28

The cable sling assembly set forth in claim 17, wherein said drive means is a split block, and said driving end portion of said split sleeve member is wedge-shaped for engaging in and expanding said split block.