US1630589A - Method of and means for supporting roof strata during the mining of minerals - Google Patents
Method of and means for supporting roof strata during the mining of minerals Download PDFInfo
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- US1630589A US1630589A US35444A US3544425A US1630589A US 1630589 A US1630589 A US 1630589A US 35444 A US35444 A US 35444A US 3544425 A US3544425 A US 3544425A US 1630589 A US1630589 A US 1630589A
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- minerals
- mining
- coal
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- roof strata
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- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D17/00—Caps for supporting mine roofs
Definitions
- This invention relates to a new method of, and means for, supporting roof strata during the mining of minerals.
- my method of supporting roof strata during the mining of minerals contemplates the excavation at the top of a mineral vein, of holes which extend beyond the vertical plane of the section of minerals next to be removed, and then inserting in each hole a support to rest at its inner end upon the solid minerals beyond the section thereof to be taken out, and then sustaining each support at its outer end in the space from which the minerals have been previously removed.
- a long face of coal for example, can be cleanly and safely mined a good distance in.
- Figure 1 1s a vertical sectional view taken through a coal seam and overlying strata, showing the means which I prefer for carrying out my method of supporting .roof strata during the mining of minerals.
- Figure 2 is a d agrammatic plan view of the same.
- Figure 3 is a perspective view of one of the reclaimable posts for sustaining the outer ends of the roof supports.
- the numeral 1. designates a seam or vein of minerals such as coal above which are such strata as draw slate 2, roof coal 3 and lime stone 4.
- the enormous weight of this overlying strata exerts so great a pressure that it causes a slow subsidence which cannot be prevented by artificial means. This subsidence will break the tender immediately overlying strata, causing it to .fall upon the mineral seam 1 before it is removed, unless restrained in some manner.
- Holes 5 are excavated at or near the top of the mineral vein, which in this instance is the coal seam 1, by boring or otherwise to extend them inwardly beyond the vertical plane of the section 6 of coal to be removed.
- a support such as a beam 8 is then inserted in each hole 5 a sufiicient distance to bring its inner end over the section 7 of solid coal for support thereby.
- the outer end of the beam which will extend into the space 9 from which the coal has previously been removed, is preferably supported there by a reclaimable post 10 to be hereinafter described.
- Each post 10 stands upon a wood block 11 resting upon the floor 12 to yieldingly support the outer end of its 100 respective beam 8.
- These blocks 11 permit the posts 10 to yield slightly to the subsidence of the overlying strata, but at the same time exert sufiicient resistance to it to prevent it from coming down upon the 105 coal before it is taken out.
- a mining machine 13 is free to travel to draw its outter 14 through the coal to loosen it as shown 110 in Figure 1.
- the cutter 14 does not extend as far into the coal as the holes 5 do, but only to the vertical plane on the dotted line 15 in Figure 1, so that during the loosening.
- the beams 8 will be firmly supported at their inner ends by the solid section 7 of the coal beyond that plane and at their outer endsby the reclaimable posts.
- the tender 1mmediately overlying strata which might otherwise be forced down by the subsidence of the heavy strata above to mix .with the coal 6 being removed, is yieldingly sustained by these beams until that coal is removed and other beams are inserted in new holes excavated to points beyond the sohd section of coal 7 to ermit its safe removal.
- holes 16 similar to the holes 5 are excavated to extend beyond it at or near its top and between the vertical planes of said holes 5.
- beams 17 are moved, and the posts 10 which supported the outer ends of the latter beyond the cave line 18, as indicated by dotted lines in Figure 2, are reclaimed and set under the outer ends of these beams in their new positions.
- These beams 17, assisted by the beams 8 under the middle portion of each one of which an additional post 10 is laced, will support the immediatel overying roof strata until the section 0 coal 7 is loosened and removed.
- This method of each time supporting the roof strata before the minerals beneath have been loosened and taken out may be continued inwardly for a good distance so that a long face of them may be cleanly and safely mined.
- the reclaimable posts which I prefer for supporting the outer ends of the beams 8 and 17, are collapsible ones of the type shown in Figure 3.
- Each one of these reclaimable posts comprises two I beam seclions 19, 19 which are pivotally connected together end to end by hinge pin 20 and toward which the edges of the flanges on one side of the post incline so that those sections may be collapsed. (See Figure 3.)
- each flange of the upper I beam section 19 Secured to each flange of the upper I beam section 19 is a bracing plate 21 through a hole in which one end of the hinge pin 20 projects.
- Each plate 21 terminates at its lower end in an apertured ear 22 which projects beyond its respective flange on the lower I beam section 19.
- a rod 23 Secured between the ear portions 22, 22 of the plates21, 21 respectively, is a rod 23 on whose middle portion there is secured a latch 24 having an upwardly projecting apertured car 25.
- a hole 26 is formed in the lower I beam sections web to permit the latch to engage the edge of it to hold both I beam sections in vertical alinement to form a solid supporting post 10 for the purpose described.
- a hook on a block and tackle or other device is engaged in the apertured ear 25 of the latch 24 to disengage it from the web of the lower I beam section, whereupon a strong 1111 upon the latch will collapse the two I am sections of the post as it is drawn from the descending roof of the mine.
Description
1,630,589 May 1927' w. P. TABER METHOD OF AND MEANS FOR SUPPORTING ROOF STRATA DURING THE MINING OF MINERALS Filed June 6, 1925 2 Sheets-Sheet l INVENTOR/ aw p 721W,
HIS ATTORNEY y w. P. TABER METHOD OF AND MEANS FOR SUPPORTING ROOF STRATA DURING THE MINING OF MINERALS Filed June 6, 1925 2 Sheets-Sheet 2 NQFL.
INVENTOR,
BY %Mav HIS ATTORNEY Patented May 31, 1927.
UNITED STATES I I 1,630,589 PATENT OFFICE.
WILLILH P. TABER, OFADENA, OHIO.
METHOD OF AND MEANS FOR SUPPORTING ROOF STRATA. DURING THE MINING Oll' MINERALS.
Application filed June 6, 1925. Serial No. 35,444.
This invention relates to a new method of, and means for, supporting roof strata during the mining of minerals.
The enormous weight of the numerous strata betweerl a seam of minerals and the surface of the earth, exerts a pressure so great that it causes a slow subsidence which cannot be prevented by artificial means.
- This subsidence breaks the tender imme diately overlying strata, causing it to fall upon the mineral seam before itis removed unless restrained in some wav.
It is, therefore, the principal object of my invention to prevent draw slate and other overlying roof strata from coming down u on a mineral seam such as a vein of coal W en it is cut or loosened, to mix with and prevent its removal. Under previous methods of mining, the roof is sup ported after the minerals have been re moved, but it is the purpose of my invention to support the roof strata. before the excavation is made so that the roof will be firmly held until the minerals below are cut and removed.
Briefly, my method of supporting roof strata during the mining of minerals contemplates the excavation at the top of a mineral vein, of holes which extend beyond the vertical plane of the section of minerals next to be removed, and then inserting in each hole a support to rest at its inner end upon the solid minerals beyond the section thereof to be taken out, and then sustaining each support at its outer end in the space from which the minerals have been previously removed. Under this method of each time supporting the roof strata before an underlying section of minerals is removed, a long face of coal, for example, can be cleanly and safely mined a good distance in.
It is still another object of my invention to provide for the suppoit of the outer end of-each beam whose inner end rests within an excavated hole upon the solid minerals beyond the section thereof to be removed, a reclaimable post which stands upon a block of wood. These posts, while yielding to the subsidence of the roof strata by reason of their penetrating into the wood supports, will exert suflicient resistance to this subsidence to prevent it from breaking the tender overlying strata, and firmly supporting the latter through the beams de- REISSU'ED 'N 4 I scribeduntil the minerals geloiv hamecn removed.
In the accompanying drawings, Figure 1 1s a vertical sectional view taken through a coal seam and overlying strata, showing the means which I prefer for carrying out my method of supporting .roof strata during the mining of minerals. Figure 2 is a d agrammatic plan view of the same. And Figure 3 is a perspective view of one of the reclaimable posts for sustaining the outer ends of the roof supports.
Referring to the accompanying drawings for a detailed-description of my invention, the numeral 1. designates a seam or vein of minerals such as coal above which are such strata as draw slate 2, roof coal 3 and lime stone 4. The enormous weight of this overlying strata exerts so great a pressure that it causes a slow subsidence which cannot be prevented by artificial means. This subsidence will break the tender immediately overlying strata, causing it to .fall upon the mineral seam 1 before it is removed, unless restrained in some manner.
Therefore, I have provided for supporting the roof strata before the minerals below are removed, a method which is preferably carried out by the following means. Holes 5 are excavated at or near the top of the mineral vein, which in this instance is the coal seam 1, by boring or otherwise to extend them inwardly beyond the vertical plane of the section 6 of coal to be removed. A support such as a beam 8 is then inserted in each hole 5 a sufiicient distance to bring its inner end over the section 7 of solid coal for support thereby. The outer end of the beam, which will extend into the space 9 from which the coal has previously been removed, is preferably supported there by a reclaimable post 10 to be hereinafter described. Each post 10 stands upon a wood block 11 resting upon the floor 12 to yieldingly support the outer end of its 100 respective beam 8. These blocks 11 permit the posts 10 to yield slightly to the subsidence of the overlying strata, but at the same time exert sufiicient resistance to it to prevent it from coming down upon the 105 coal before it is taken out.
Along the outer face of the coal 6 between the latter and the wood blocks 11, a mining machine 13 is free to travel to draw its outter 14 through the coal to loosen it as shown 110 in Figure 1. The cutter 14 does not extend as far into the coal as the holes 5 do, but only to the vertical plane on the dotted line 15 in Figure 1, so that during the loosening.
and removal of the coal section 6 the beams 8 will be firmly supported at their inner ends by the solid section 7 of the coal beyond that plane and at their outer endsby the reclaimable posts. Thus the tender 1mmediately overlying strata which might otherwise be forced down by the subsidence of the heavy strata above to mix .with the coal 6 being removed, is yieldingly sustained by these beams until that coal is removed and other beams are inserted in new holes excavated to points beyond the sohd section of coal 7 to ermit its safe removal.
Before the section of coal 7 now to be removed is loosened, holes 16 similar to the holes 5 are excavated to extend beyond it at or near its top and between the vertical planes of said holes 5. Into these holes 16 beams 17 are moved, and the posts 10 which supported the outer ends of the latter beyond the cave line 18, as indicated by dotted lines in Figure 2, are reclaimed and set under the outer ends of these beams in their new positions. These beams 17, assisted by the beams 8 under the middle portion of each one of which an additional post 10 is laced, will support the immediatel overying roof strata until the section 0 coal 7 is loosened and removed. This method of each time supporting the roof strata before the minerals beneath have been loosened and taken out, may be continued inwardly for a good distance so that a long face of them may be cleanly and safely mined.
The reclaimable posts which I prefer for supporting the outer ends of the beams 8 and 17, are collapsible ones of the type shown in Figure 3. Each one of these reclaimable posts comprises two I beam seclions 19, 19 which are pivotally connected together end to end by hinge pin 20 and toward which the edges of the flanges on one side of the post incline so that those sections may be collapsed. (See Figure 3.)
Secured to each flange of the upper I beam section 19 is a bracing plate 21 through a hole in which one end of the hinge pin 20 projects. Each plate 21 terminates at its lower end in an apertured ear 22 which projects beyond its respective flange on the lower I beam section 19. Secured between the ear portions 22, 22 of the plates21, 21 respectively, is a rod 23 on whose middle portion there is secured a latch 24 having an upwardly projecting apertured car 25. Opposite the nose of this latch a hole 26 is formed in the lower I beam sections web to permit the latch to engage the edge of it to hold both I beam sections in vertical alinement to form a solid supporting post 10 for the purpose described. When it is desired to reclaim the post, a hook on a block and tackle or other device is engaged in the apertured ear 25 of the latch 24 to disengage it from the web of the lower I beam section, whereupon a strong 1111 upon the latch will collapse the two I am sections of the post as it is drawn from the descending roof of the mine.
Having described In invention, I claim:
1. The herein described method of supporting roof strata during the mining of minerals, which consists in excavating at the top of a mineral vein, a hole which extends beyond the vertical plane of the section of minerals next to be removed, then inserting in said hole a support to rest at its inner end upon the solid minerals beyond the sec tion thereof to be taken out, and then sustaining said support at its outer end in the space from which the minerals have previously been removed.
2. Means for supporting roof strata during the mining of a mineral vein, the latter bemg excavated to form a hole which extends beyond the vertical plane of the section of minerals next to be removed, a support insertible in said hole to rest at its inner end upon the solid minerals beyond the section thereof to be taken out, and means for sustaining the outer end of said support in the space from which the minerals have previously been removed.
3. Means for supporting roof strata during the mining of a mineral vein, the latter being excavated to form a hole which extends beyond the vertical plane of the section of minerals next to be removed, a support insertible in said hole to rest at its inner end upon the solid minerals beyond the section thereof to be taken out, a post for sustaining the outer end of said sup port, and a wood block for supporting the post in the space from which the minerals have previously been removed.
4. Means for supporting roof strata during the mining of a mineral vein, the latter being excavated to'form a hole which extends beyond the vertical plane of the section of minerals next to be removed, a support insertible in said hole to rest at its inner end upon the solid minerals beyond the section thereof to be taken out,a wood block in the space from which the minerals have previously been removed, and a post of narrow cross section at its bottom resting upon, and penetrating into, said wood block to yieldingly sustain the outer end of said suport. P In testimony whereof I have hereunto set my hand this 4 day of June, 1925.
WILLIAM P. TABER.
Ill
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US35444A US1630589A (en) | 1925-06-06 | 1925-06-06 | Method of and means for supporting roof strata during the mining of minerals |
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US35444A US1630589A (en) | 1925-06-06 | 1925-06-06 | Method of and means for supporting roof strata during the mining of minerals |
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US1630589A true US1630589A (en) | 1927-05-31 |
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US35444A Expired - Lifetime US1630589A (en) | 1925-06-06 | 1925-06-06 | Method of and means for supporting roof strata during the mining of minerals |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3971226A (en) * | 1975-10-31 | 1976-07-27 | The United States Of America As Represented By The Secretary Of The Interior | Prestressed roof support system |
US4778628A (en) * | 1986-05-15 | 1988-10-18 | The United States Of America As Represented By The United States Department Of Energy | Underground waste barrier structure |
US4979780A (en) * | 1986-06-19 | 1990-12-25 | Marion Rene A | Mining or underground quarrying method and installation for implementing same |
US5444948A (en) * | 1994-02-09 | 1995-08-29 | Trapp; William B. | Adjustable arch support |
-
1925
- 1925-06-06 US US35444A patent/US1630589A/en not_active Expired - Lifetime
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3971226A (en) * | 1975-10-31 | 1976-07-27 | The United States Of America As Represented By The Secretary Of The Interior | Prestressed roof support system |
US4778628A (en) * | 1986-05-15 | 1988-10-18 | The United States Of America As Represented By The United States Department Of Energy | Underground waste barrier structure |
US4979780A (en) * | 1986-06-19 | 1990-12-25 | Marion Rene A | Mining or underground quarrying method and installation for implementing same |
US5444948A (en) * | 1994-02-09 | 1995-08-29 | Trapp; William B. | Adjustable arch support |
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