US2787931A - Mine roof bolts with multiple piece shell having u-shaped spring holding means - Google Patents

Mine roof bolts with multiple piece shell having u-shaped spring holding means Download PDF

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US2787931A
US2787931A US358414A US35841453A US2787931A US 2787931 A US2787931 A US 2787931A US 358414 A US358414 A US 358414A US 35841453 A US35841453 A US 35841453A US 2787931 A US2787931 A US 2787931A
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bolt
bend
shell
wedge
mine roof
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US358414A
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Charles P Mccabe
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Republic Steel Corp
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Republic Steel Corp
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/008Anchoring or tensioning means
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B13/00Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
    • F16B13/04Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front
    • F16B13/06Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front combined with expanding sleeve
    • F16B13/063Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front combined with expanding sleeve by the use of an expander

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  • the present invention relates to stay bolts, especially those intended for insertion in mine roofs and similar structures. Many of the novel features of the present invention are applicable to stay bolts generally, regardless of the particular structures in which they may be'used. Other features of the invention are of particular utility in connection with mine roof bolts.
  • the supporting arrangements generally comprised posts or props, surmounted with a framework of cap pieces, cross bars or the like, which was constructed usually of heavy planks or timbers and sometimes of steel plates or beams. These posts or props form obstructions in the mine passages, which are in many cases very narrow.
  • mine roof bolts very heavy stay bolts
  • roof supporting structures are particularly necessary where the stratum overlying the one which is being Worked consists of weak, friable material, for example, certain types of shale.
  • the stratum overlying the one which is being Worked consists of weak, friable material, for example, certain types of shale.
  • the drilled holes for receiving the mine roof bolts are quite deep, usually extending three to six feet into the rock or roof strata, or even farther in some cases, and the shanks of the bolts are, correspondingly long.
  • a common type of mine roof bolt heretofore used has included anchor means or structure threaded on the end of the long bolt, so as to be disposed at the upper part or end of the hole when the bolt is inserted.
  • the bolt is then screwed further into the anchor structure, which is constructed with wedging mechanism or surfaces that thereby expand in a lateral direction.
  • the anchor thus enlarges, it seizes the sides of the hole and holds the bolt fast.
  • Devices of this sort have not been wholly satisfactory, the anchor, for instance, may tend to turn with the bolt in the hole rather than be expanded, or may be impeded from the slight downward movement 'necessary for tight expansion when the bolt is turned with the head on its outer or lower end snug against the roof structure.
  • Bolts of this type have advantages of rapid insertion, ease of manipulation and sureness of grip.
  • the present invention relates to this type of bolt and is designed to provide improved devices that realize these and other advantages.
  • the mine roof bolts of the invention are designed to meet satisfactorily the various requirements which have now been found to characterize structure of this type, as indicated above.
  • One of those requirements for example, is that means must be provided to prevent the anchor from dropping or sliding back on the bolt as it is being inserted in the hole. It is also necessary to provide some means on the anchor. to engage the sides of the hole and hold the anchor up while the bolt is pulled down to actuate its wedge structure and lock the anchor in place.
  • Another requirement is that relative rotation of the bolt and anchor be effectively prevented in order that the bolt may be drawn down (i. e.
  • a nut for instance, which is threaded on the lower or outer end of the bolt and which seats against the under face of the plate or other structure of the mine roof for the desired supporting function.
  • An object of the present invention is to provide a mine roof bolt having an improved gripping and anchoring action.
  • a further object is to provide a mine roof bolt which is easier to manufacture than the structures of the prior art; Another object is to provide an improved shell structure for a mine roof bolt which is easier to manufacture than the shell structures of the prior art.
  • Another object is to provide an improved mine roof bolt and anchor structure which may be readily shipped,
  • the foregoing and other objects of the invention are attained by making the shell structure in two or more longitudinally separate sections.
  • the end of the bolt is formed with a wedge head having a recess in its end surface, and the corresponding end of each shell section is formed with a tang which extends upwardly and is bent over the peripheral portion of the wedge head and downwardly into the recess.
  • the end of the tang is provided with a further U-shaped bend so that the free arm of the bend extends outwardly of the recess.
  • the free arms of the U-shaped bends of the several tangs in each recess abut compressively and yieldably against one another and hold each other frictionally within the recess.
  • Each shell section is provided on its outer surface with teeth adapted to engage the sides of the hole, and on its inner face with a wedging surface adapted to engage the wedge head on the end of the bolt.
  • each shell section is held against movement by frictional engagement of its outer toothed surface with the wall of the hole, so that the several shell sections stand still while the bolt is drawn down to bring the wedge head on the bolt into engagement with the wedging surfaces on the shell, thereby driving the toothed surfaces into firm biting engagement with the walls of the hole.
  • a Fig.1 is an elevational view, partly broken away and partly in section, of one form of wedge head and anchor shell assembly embodying the invention
  • Fig. 2 is a plan view of the assembly of Fig. 1;
  • Fig. 3 is an elevational view of the bolt of Fig. l with the anchor shell removed;
  • Fig. 4 is a plan view of the bolt of Fig. 3;
  • Fig. 5 is a side elevational view of the head of the bolt of Fig. 3;
  • Fig. dis a fragmentary elevational view of one of the shell sections of Fig. 1, showing the tang in its unstressed position;
  • Fig. 7 is an elevational assembly view of a modified embodiment of my invention.
  • Fig. 8 is a plan view of the assembly of Fig. 7;
  • Fig. 9 is a vertical sectional view of a further embodiment of my invention taken on the line lX-lX of Fig. 10;
  • Fig. 10 is a plan view of the assembly shown in Fig. 9;
  • Fig. 11 is an elevational assembly view of still another embodiment of the invention.
  • Fig. 12 is a plan view of the assembly of Fig. 11;
  • Fig. 13 is a sectional view taken on the line XIII-XIII of Fig. 11, looking in the direction of the arrows.
  • FIGs 1 t0 6 These figures illustrate a bolt generally indicated by the reference numeral 1 and an anchor shell for that bolt generally indicated by the reference numeral 2.
  • the bolt 1 is provided with a wedge head 3, best seen in Figs. 3 and 5, and having two diametrically opposed plane wedging surfaces 3a, which are upwardly divergent.
  • the wedging surfaces 3a terminate at their upper ends at surfaces which are parallel to the axis of the bolt 1.
  • These surfaces include two flat surfaces 3b at the sides of the wedge head which are aligned with the wedging surfaces and two generally cylindrical surfaces 3c which extend between the ends of the surfaces 3d.
  • the wedge head 3 On its upper end, the wedge head 3 has a fiat surface with a central recess 3d.
  • the recess 3d is formed in the wedge head as a preliminary to or as a part of the forging of the wedge head, and aids in spreading the material of the bolt blank, thereby promoting the forging operation.
  • Therecess 3d also cooperates in retaining the several sections of the shell 2 in place, as described below.
  • the shell 2 is made up of two diametrically opposed shell sections 4. Each shell section 4 has an elongated wedge portion including an outer toothed surface 4a and an inner flat wedging surface 41).
  • the wedging surfaces 4b are tapered to match the taper of the wedging surfaces 3a on the wedge head, and terminate at their lower ends in straight untapered surfaces 4:: which are adapted to abut against each other when the two shell sections 4 are squeezed together from the position shown in Fig. 1.
  • the shell sections 4 also have recesses 4d of arcuate cross-section formed on their inner faces, to receive the shank of the bolt when the shell sections are squeezed together.
  • Each shellsection 4 is provided at its upper end with a projecting tang 5.
  • the tang 5 has a substantially right angle bend 5a in a direction away from the toothed surface 4a. Spaced along the tang 5 from the bend 5a is another substantially right angle bend 51). These two bends cooperate to define a wide U-shaped hook portion which extends over the peripheral portion of the wedge head 3.. .Near its end, the tang 5 is provided with a reverse 180 bend 5c, which provides an outwardly extending tip 5d.
  • the tang 5 is shown with its bends in their unstressed positions in Fig. 6.
  • the angles of the bends 5b and 5c are there shown to be slightly larger than when the shell sections are assembled on a bolt as seen in Fig. 1.
  • the tangs 5 are formed of resilient material and their free dimensions are such that when they are pushed into the recess 30. as shown in Fig. l, the tips 5d abut against each other compressively and resiliently and hold the corners Se (see Fig. 2) of the tangs frictionally against the sides of the recess 3d, thereby holding the shell sections 4 in a normal position, shown in Fig. 1, in which the toothed surfaces 411 extend outwardly so as to engage resiliently the walls of the hole during an inserting movement of the bolt. In this nromal position, the wedging surfaces 4b of the shell sections 4 are spaced from the wedging surfaces 3a of the wedge head 3.
  • the bolts 1 and the shell sections 4 are conveniently manufactured and shipped separately, and are assembled by an operator just before he inserts them as a unit into a hole drilled in a mine roof.
  • the holes into which these bolts are inserted may vary considerably in diameter, for example, from 1 /2 when drilled with a new hit, to 1%" when drilled with an old, worn bit.
  • the operator may deform the tangs 5 as required in each case to establish the shell sections 4 in a spread position where they will engage the walls of the hole with the proper force to hold them in place during the wedging of the anchor.
  • Figures 7 and 8 These figures illustrate another embodiment of the invention including a bolt 6 having a wedge head 7 and adapted to receive three shell sections 8.
  • the structure is generally similar to that described in connection with Figs. 1 to 6, except that three wedging surfaces 7a are provided at equally spaced locations on the wedge head.
  • the shell sections 8 have tangs 9 of similar construction to the tangs 5 of Figs. 1 to 6. Their free ends abut against each other in a triangular configuration, as shown in Fig. 8, forming an edgewise abutment rather than a flatwisc abutment.
  • FIGS. 9 and 10 These figures illustrate a further modification of the invention including a bolt 10 adapted to receive four shell sections 11.
  • the bolt 10 is of similar construction to the bolts'of the preceding embodiments of the invention, except that four equally spaced wedging surfaces are provided on the wedge head.
  • Two of the diametrically opposed shell sections 11 are provided with tangs 12 which ab'ut in the same manner as the tangs 5 of Figs. 1 to 6.
  • the other two shell sections 11 are provided with tangs 13 which are dimensionally slightly difierentfrorn the tangs 12, and whose ends abut against the "sides of the abutting ends of the tangs 12.
  • the bolt 10 has a central recess 10! of somewhat deeper contour than the corresponding recesses of the preceding embodiments of the invention. These recess contours may be used alternatively, as required for convenience in forming the wedge head on the bolt.
  • FIGs 11 and 12 These figures illustrate still another modified form of the invention including a bolt 14 having a generally conical wedge head IS, on which are mounted three shell sections 16.
  • Each shell section 16 is provided on its inner surface with a generally concave conical wcdging surface 160, provided with convex edges, as shown at 16b (Fig. 13). This contour of the wedging surfaces on the shell sections 16 provides a tight wedging engagement of the conical surfaces.
  • the shell sections 16 have the same peripheral width throughout their length. This provides a larger gripping area than is the case in the other embodiments, where the shell sections must be made narrower at the top to accommodate the flat wedging surfaces. The provision of this larger gripping area counteracts to some extent the disadvantage of having curved wedging surfaces in the embodiment of Figs. 11 13.
  • An anchor shell segment for use with a stay bolt to be fastened in a mine roof or the like, comprising a wedge having a wedging surface on one face and a convex toothed surface upon its opposite face, and an elongated tang of resilient material having one end integral with and projecting from one end of the wedge, said tang comprising a first portion extending from said one end of the wedge and generally parallel to the Wedge, and terminating at a first bend of substantially 90 in a direction away from said toothed surface, a second portion extending from said first bend to a second bend of substantially 90 in the same sense as said first bend, a third portion extending from said second bend to a third bend of substantially 180 in a reverse sense from said second bend, said third bend having a substantial inside diameter and a fourth portion extending tangentially from said third bend and terminating in a free end, said fourth portion having a position spaced from said third portion by a substantial distance when said third bend is unstressed, said first, second and third portions and said first
  • An anchor shell including two segments, to be used with a stay bolt to be fastened in a mine roof or the like, each said segment comprising a wedge having a wedging surface on one face and a convex toothed surface upon its opposite face, and an elongated tang of resilient material having one end integral with and projecting from one end of the Wedge, said tang comprising a first portion extending from said one end of the wedge and generally parallel to the wedge, and terminating at a first bend of substantially 90 in a direction away from said toothed surface, a second portion extending from said first bend to a second bend of substantially 90 in the same sense as said first bend, a third portion extending from said second bend to a third bend of substantially 180 in a reverse sense from said second bend, said third bend having a substantial inside diameter and a fourth portion extending tangentially from.
  • said fourth portion having a position spaced from said third portion by a substantial distance when said third bend is unstressed, said first, second and third portions and said first and second bends defining a first U-shaped hook, said third and fourth portions and said third bend defining a second U-shaped hook, said fourth portions being effective to abut each other resiliently when said second U-shaped hooks are compressed by insertion together in a recess having a diameter less than the sum of the unstressed distances across said second U-shaped hooks and thereby to hold the opposite sides of said second U-shaped hooks yieldably and frictionally against the sides of the recess.
  • a stay bolt comprising a shank and a head integral with one end of the shank, said head being wedge-shaped with the wedge increasing in thickness toward said one end of the shank, said head having a recess in its end coaxial with said shank and having walls substantially parallel to the axis of the shank, and anchor shell means including at least two segments, each comprising a Wedge adapted to cooperate with said wedge-shaped head, and an elongated tang of resilient material having one end integral with and projecting from one end of the wedge, said tang comprising a first portion extending from said one end of the wedge and generally parallel to the wedge, and terminating at a first bend of substantially in a direction away from said toothed surface, a second portion extending from said first bend to a second bend of substantially 90 in the same sense as said first bend, a third portion extending from said second bend to a third bend of substantially in a reverse sense from said second bend, said third bend having a substantial inside diameter, and a fourth portion extending tangentially from said third

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Description

A ril 9, 1957 c. P. MOCABE 2,787,931
MINE ROOF BOLTS WITH MULTIPLE PIECE SHELL HAVING U-SHAPED SPRING HOLDING MEANS Filed May 29, 1955 2 Sheets-Sheet l IN V EN TOR.
0/52/9155 ADJ/66,4155 @4 4 m ATTO/P/VEV April 9, 1957 c. P. MGCABE 2,787,931
WITH MULTIPLE PIECE MINE ROOF BOLTS SHELL HAVING U-SHAPED SPRING HOLDING MEANS Filed May 29, 1953 2 Sheets-Sheet 2 IN V EN TOR.
A 7 TUE/145V MINE R BQLTS WITH MULTIPLE PIECE SHELL HAVHNG U-SHAPED SPRING HOLD- ING MIEANS Charles P. McCabe, Bay Village, Ohio, assignor to Republic Steel Corporation, Cleveland, Ohio, :1 corporation of New Jersey Application May 29, 1953, Serial No. 358,414
7 Claims. (Cl. 852.4)
The present invention relates to stay bolts, especially those intended for insertion in mine roofs and similar structures. Many of the novel features of the present invention are applicable to stay bolts generally, regardless of the particular structures in which they may be'used. Other features of the invention are of particular utility in connection with mine roof bolts.
in mining operations, it is common practice to provide a roof structure or support which underlies the rock roof of the mine, i. e. in underground passages or chambers,
and aids in maintaining the integrity of the roof, for instance to protect the mine workers against the dislodgment and fall of roof fragments. In times past, the supporting arrangements generally comprised posts or props, surmounted with a framework of cap pieces, cross bars or the like, which was constructed usually of heavy planks or timbers and sometimes of steel plates or beams. These posts or props form obstructions in the mine passages, which are in many cases very narrow. For this and other reasons, it is now the practice in most modern mines to hold the framework against the rock ceiling or roof by means of very heavy stay bolts, known as mine roof bolts, which extend into drilled or bored holes in the mine roof and are anchored therein. The framework structures now commonly used are made of steel plates or beams of conventional cross-section.
These roof supporting structures are particularly necessary where the stratum overlying the one which is being Worked consists of weak, friable material, for example, certain types of shale. For reasons of safety, it is desired at least to anchor the bolts deeplyin this overlying stratum, and if possible to have the bolts extend completely through the weak stratum into a stratum of stronger material above. For that reason, the drilled holes for receiving the mine roof bolts are quite deep, usually extending three to six feet into the rock or roof strata, or even farther in some cases, and the shanks of the bolts are, correspondingly long.
A common type of mine roof bolt heretofore used has included anchor means or structure threaded on the end of the long bolt, so as to be disposed at the upper part or end of the hole when the bolt is inserted. The bolt is then screwed further into the anchor structure, which is constructed with wedging mechanism or surfaces that thereby expand in a lateral direction. As the anchor thus enlarges, it seizes the sides of the hole and holds the bolt fast. Devices of this sort, however, have not been wholly satisfactory, the anchor, for instance, may tend to turn with the bolt in the hole rather than be expanded, or may be impeded from the slight downward movement 'necessary for tight expansion when the bolt is turned with the head on its outer or lower end snug against the roof structure. Someefforts have been made to provide for insertion of the anchor separately from the bolt, but a special setting tool is required to get the anchor in place, and other difficulties may yet remain. It has also been proposed .to .havebolts .with conical Patented Apr. 9,}957
2 wedge heads and also fiat surfaced wedge heads tobe inserted in the hole and that has the anchor fitted around it, so that upon pulling downwardly or outwardly on the bolt, as by suitable engagement with its lower end, the head is forced down into the anchor to expand it.
Bolts of this type have advantages of rapid insertion, ease of manipulation and sureness of grip. The present invention relates to this type of bolt and is designed to provide improved devices that realize these and other advantages. In a more specific sense, the mine roof bolts of the invention are designed to meet satisfactorily the various requirements which have now been found to characterize structure of this type, as indicated above. One of those requirements, for example, is that means must be provided to prevent the anchor from dropping or sliding back on the bolt as it is being inserted in the hole. It is also necessary to provide some means on the anchor. to engage the sides of the hole and hold the anchor up while the bolt is pulled down to actuate its wedge structure and lock the anchor in place. Another requirement is that relative rotation of the bolt and anchor be effectively prevented in order that the bolt may be drawn down (i. e.
outwardly) by turning a nut, for instance, which is threaded on the lower or outer end of the bolt and which seats against the under face of the plate or other structure of the mine roof for the desired supporting function.
An object of the present invention is to provide a mine roof bolt having an improved gripping and anchoring action. I
A further object is to provide a mine roof bolt which is easier to manufacture than the structures of the prior art; Another object is to provide an improved shell structure for a mine roof bolt which is easier to manufacture than the shell structures of the prior art.
Another object is to provide an improved mine roof bolt and anchor structure which may be readily shipped,
assembled for use, and adjusted to accommodate varying conditions of installation. The foregoing and other objects of the invention are attained by making the shell structure in two or more longitudinally separate sections. The end of the bolt is formed with a wedge head having a recess in its end surface, and the corresponding end of each shell section is formed with a tang which extends upwardly and is bent over the peripheral portion of the wedge head and downwardly into the recess. The end of the tang is provided with a further U-shaped bend so that the free arm of the bend extends outwardly of the recess. The free arms of the U-shaped bends of the several tangs in each recess abut compressively and yieldably against one another and hold each other frictionally within the recess. This frictional engagement is sufficient to hold the shell structure together on the bolt during its insertion into the hole. v Each shell section is provided on its outer surface with teeth adapted to engage the sides of the hole, and on its inner face with a wedging surface adapted to engage the wedge head on the end of the bolt. When the bolt starts to move outwardly of the hole, each shell section is held against movement by frictional engagement of its outer toothed surface with the wall of the hole, so that the several shell sections stand still while the bolt is drawn down to bring the wedge head on the bolt into engagement with the wedging surfaces on the shell, thereby driving the toothed surfaces into firm biting engagement with the walls of the hole.
Other objects and advantages of the inventionwill become apparent from a consideration of the specifica tion and claims taken together with the accompanying drawings. I In the drawings: g a Fig.1 is an elevational view, partly broken away and partly in section, of one form of wedge head and anchor shell assembly embodying the invention;
Fig. 2 is a plan view of the assembly of Fig. 1;
Fig. 3 is an elevational view of the bolt of Fig. l with the anchor shell removed;
Fig. 4 is a plan view of the bolt of Fig. 3;
Fig. 5 is a side elevational view of the head of the bolt of Fig. 3;
Fig. dis a fragmentary elevational view of one of the shell sections of Fig. 1, showing the tang in its unstressed position;
Fig. 7 is an elevational assembly view of a modified embodiment of my invention;
Fig. 8 is a plan view of the assembly of Fig. 7;
Fig. 9 is a vertical sectional view of a further embodiment of my invention taken on the line lX-lX of Fig. 10;
Fig. 10 is a plan view of the assembly shown in Fig. 9; Fig. 11 is an elevational assembly view of still another embodiment of the invention;
Fig. 12 is a plan view of the assembly of Fig. 11; and
Fig. 13 is a sectional view taken on the line XIII-XIII of Fig. 11, looking in the direction of the arrows.
Figures 1 t0 6 These figures illustrate a bolt generally indicated by the reference numeral 1 and an anchor shell for that bolt generally indicated by the reference numeral 2. The bolt 1 is provided with a wedge head 3, best seen in Figs. 3 and 5, and having two diametrically opposed plane wedging surfaces 3a, which are upwardly divergent. The wedging surfaces 3a terminate at their upper ends at surfaces which are parallel to the axis of the bolt 1. These surfaces include two flat surfaces 3b at the sides of the wedge head which are aligned with the wedging surfaces and two generally cylindrical surfaces 3c which extend between the ends of the surfaces 3d.
On its upper end, the wedge head 3 has a fiat surface with a central recess 3d. The recess 3d is formed in the wedge head as a preliminary to or as a part of the forging of the wedge head, and aids in spreading the material of the bolt blank, thereby promoting the forging operation. Therecess 3d also cooperates in retaining the several sections of the shell 2 in place, as described below. The shell 2 is made up of two diametrically opposed shell sections 4. Each shell section 4 has an elongated wedge portion including an outer toothed surface 4a and an inner flat wedging surface 41). The wedging surfaces 4b are tapered to match the taper of the wedging surfaces 3a on the wedge head, and terminate at their lower ends in straight untapered surfaces 4:: which are adapted to abut against each other when the two shell sections 4 are squeezed together from the position shown in Fig. 1. The shell sections 4 also have recesses 4d of arcuate cross-section formed on their inner faces, to receive the shank of the bolt when the shell sections are squeezed together.
Each shellsection 4 is provided at its upper end with a projecting tang 5. A short distance above the upper end of the shell section 4, the tang 5 has a substantially right angle bend 5a in a direction away from the toothed surface 4a. Spaced along the tang 5 from the bend 5a is another substantially right angle bend 51). These two bends cooperate to define a wide U-shaped hook portion which extends over the peripheral portion of the wedge head 3.. .Near its end, the tang 5 is provided with a reverse 180 bend 5c, which provides an outwardly extending tip 5d. The tang 5 is shown with its bends in their unstressed positions in Fig. 6. The angles of the bends 5b and 5c are there shown to be slightly larger than when the shell sections are assembled on a bolt as seen in Fig. 1. The tangs 5 are formed of resilient material and their free dimensions are such that when they are pushed into the recess 30. as shown in Fig. l, the tips 5d abut against each other compressively and resiliently and hold the corners Se (see Fig. 2) of the tangs frictionally against the sides of the recess 3d, thereby holding the shell sections 4 in a normal position, shown in Fig. 1, in which the toothed surfaces 411 extend outwardly so as to engage resiliently the walls of the hole during an inserting movement of the bolt. In this nromal position, the wedging surfaces 4b of the shell sections 4 are spaced from the wedging surfaces 3a of the wedge head 3.
When the bolt has been inserted as far as desired, the operator simply pulls downward on it in order to lock it in place. Upon initiation of such a downward pull, the toothed surfaces 4:: engage the walls of the hole yieldably and frictionally and prevent downward movement of the shell sections. The downward pull on the bolt allows the tangs to slide frictionally out of the recess 31!,
and the bolt moves downward a short distance until the wedging surfaces 3a engage the wedging surfaces 4b on the shell sections, whereupon the teeth 4a of the shell sections are driven into a firm biting engagement with the walls of the hole by the wedging action and the bolt 1 is locked against further downward movement.
The bolts 1 and the shell sections 4 are conveniently manufactured and shipped separately, and are assembled by an operator just before he inserts them as a unit into a hole drilled in a mine roof.
The holes into which these bolts are inserted may vary considerably in diameter, for example, from 1 /2 when drilled with a new hit, to 1%" when drilled with an old, worn bit. The operator may deform the tangs 5 as required in each case to establish the shell sections 4 in a spread position where they will engage the walls of the hole with the proper force to hold them in place during the wedging of the anchor.
Figures 7 and 8 These figures illustrate another embodiment of the invention including a bolt 6 having a wedge head 7 and adapted to receive three shell sections 8. The structure is generally similar to that described in connection with Figs. 1 to 6, except that three wedging surfaces 7a are provided at equally spaced locations on the wedge head. The shell sections 8 have tangs 9 of similar construction to the tangs 5 of Figs. 1 to 6. Their free ends abut against each other in a triangular configuration, as shown in Fig. 8, forming an edgewise abutment rather than a flatwisc abutment.
Figures 9 and 10 These figures illustrate a further modification of the invention including a bolt 10 adapted to receive four shell sections 11. The bolt 10 is of similar construction to the bolts'of the preceding embodiments of the invention, except that four equally spaced wedging surfaces are provided on the wedge head. Two of the diametrically opposed shell sections 11 are provided with tangs 12 which ab'ut in the same manner as the tangs 5 of Figs. 1 to 6. The other two shell sections 11 are provided with tangs 13 which are dimensionally slightly difierentfrorn the tangs 12, and whose ends abut against the "sides of the abutting ends of the tangs 12.
The bolt 10 has a central recess 10!) of somewhat deeper contour than the corresponding recesses of the preceding embodiments of the invention. These recess contours may be used alternatively, as required for convenience in forming the wedge head on the bolt.
Figures 11 and 12 These figures illustrate still another modified form of the invention including a bolt 14 having a generally conical wedge head IS, on which are mounted three shell sections 16. Each shell section 16 is provided on its inner surface with a generally concave conical wcdging surface 160, provided with convex edges, as shown at 16b (Fig. 13). This contour of the wedging surfaces on the shell sections 16 provides a tight wedging engagement of the conical surfaces.
In this embodiment of the invention, the shell sections 16 have the same peripheral width throughout their length. This provides a larger gripping area than is the case in the other embodiments, where the shell sections must be made narrower at the top to accommodate the flat wedging surfaces. The provision of this larger gripping area counteracts to some extent the disadvantage of having curved wedging surfaces in the embodiment of Figs. 11 13.
It should be particularly noted that all the embodiments of my invention described herein may be built with an all steel shell structure, thereby eliminating the breaking or cracking which sometimes occurs when cast iron or malleable iron shells are used.
Other modifications of my invention will readily occur to those skilled in the art and I therefore intend the invention to be limited only by the appended claims.
I claim:
1. An anchor shell segment for use with a stay bolt to be fastened in a mine roof or the like, comprising a wedge having a wedging surface on one face and a convex toothed surface upon its opposite face, and an elongated tang of resilient material having one end integral with and projecting from one end of the wedge, said tang comprising a first portion extending from said one end of the wedge and generally parallel to the Wedge, and terminating at a first bend of substantially 90 in a direction away from said toothed surface, a second portion extending from said first bend to a second bend of substantially 90 in the same sense as said first bend, a third portion extending from said second bend to a third bend of substantially 180 in a reverse sense from said second bend, said third bend having a substantial inside diameter and a fourth portion extending tangentially from said third bend and terminating in a free end, said fourth portion having a position spaced from said third portion by a substantial distance when said third bend is unstressed, said first, second and third portions and said first and second bends defining a first U-shaped hook, said third and fourth portions and said third bend defining a second U-shaped hook, said fourth portion being effective upon deflection from its unstressed position toward said third portion to transmit at least a portion of said deflection through said third bend and thereby to deflect said third portion in the same direction.
2. An anchor shell including two segments, to be used with a stay bolt to be fastened in a mine roof or the like, each said segment comprising a wedge having a wedging surface on one face and a convex toothed surface upon its opposite face, and an elongated tang of resilient material having one end integral with and projecting from one end of the Wedge, said tang comprising a first portion extending from said one end of the wedge and generally parallel to the wedge, and terminating at a first bend of substantially 90 in a direction away from said toothed surface, a second portion extending from said first bend to a second bend of substantially 90 in the same sense as said first bend, a third portion extending from said second bend to a third bend of substantially 180 in a reverse sense from said second bend, said third bend having a substantial inside diameter and a fourth portion extending tangentially from. said third bend and terminating in a free end, said fourth portion having a position spaced from said third portion by a substantial distance when said third bend is unstressed, said first, second and third portions and said first and second bends defining a first U-shaped hook, said third and fourth portions and said third bend defining a second U-shaped hook, said fourth portions being effective to abut each other resiliently when said second U-shaped hooks are compressed by insertion together in a recess having a diameter less than the sum of the unstressed distances across said second U-shaped hooks and thereby to hold the opposite sides of said second U-shaped hooks yieldably and frictionally against the sides of the recess.
3. A stay bolt comprising a shank and a head integral with one end of the shank, said head being wedge-shaped with the wedge increasing in thickness toward said one end of the shank, said head having a recess in its end coaxial with said shank and having walls substantially parallel to the axis of the shank, and anchor shell means including at least two segments, each comprising a Wedge adapted to cooperate with said wedge-shaped head, and an elongated tang of resilient material having one end integral with and projecting from one end of the wedge, said tang comprising a first portion extending from said one end of the wedge and generally parallel to the wedge, and terminating at a first bend of substantially in a direction away from said toothed surface, a second portion extending from said first bend to a second bend of substantially 90 in the same sense as said first bend, a third portion extending from said second bend to a third bend of substantially in a reverse sense from said second bend, said third bend having a substantial inside diameter, and a fourth portion extending tangentially from said third bend and terminating in a free end, said fourth portion having a position spaced from said third portion by a substantial distance when said third bend is unstressed, said first, second and third portions and said first and second bends defining a first U-shaped hook, said third and fourth portions and said third bend defining a second U-shaped hook, said second U-shaped hooks of both tang means being received in said recess, said recess having a diameter less than the sum of the unstressed distances across both second U-shaped hooks, said second U-shaped hooks being compressed by insertion within said recess, whereby said fourth portions abut each other resiliently and hold said third portions yieldably and frictionally against the sides of the recess.
4. A stay bolt as defined in claim 3, in which said tangs are deformable to spread said segments to define a circle whose diameter is greater than that of the hole in which it is desired to insert the stay bolt, so that when said tangs are so deformed prior to insertion, the outwardly directed force of the tangs acting upon the segments provides frictional engagement of the outer surfaces of the segments with the walls of the hole.
5. A stay bolt as defined in claim 3, in which there are two of said shell segments, diametrically opposed on said bolt, and said fourth portions of their tangs have flat surfaces in fiatwise abutting relation.
6. A stay bolt as defined in claim 3, in which there are three of said shell segments, spaced equally about said bolt, and said fourth portions of their tangs have fiat surfaces in edgewise abutting relation.
7. A stay bolt as defined in claim 3, in which there are four of said shell segments, spaced equally about said bolt, the tangs on two diametrically opposed segments of said four segments having flat surfaces on the fourth portions thereof in fiatwise abutting relation, the other two diametrically opposed segments of the four having the fourth portions with flat surfaces abutting the sides of the fourth portions of the first-mentioned two tangs.
References Cited in the file of this patent UNITED STATES PATENTS 13,177 London et a1 July 3, 1855 352,226 Courtney Nov. 9, 1886 406,565 Church July 9, 1889 1,372,708 Lovington Mar. 29, 1921 1,379,210 Phillips May 24, 1921 1,959,439 McIntosh May 22, 1934 2,373,585 Mancini Apr. 10, 1945 2,570,003 Palmer Oct. 2, 1951 2,667,099 Lewis Jan. 26, 1954
US358414A 1953-05-29 1953-05-29 Mine roof bolts with multiple piece shell having u-shaped spring holding means Expired - Lifetime US2787931A (en)

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Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3117483A (en) * 1959-10-21 1964-01-14 John A Brown Self anchoring bolt having line contact between the male and female wedge members
US3439576A (en) * 1965-05-20 1969-04-22 Lester Lerich Wedge type expansion bolt
US3844194A (en) * 1973-02-14 1974-10-29 Illinois Tool Works Wedge anchor device
US4337012A (en) * 1979-04-25 1982-06-29 Heinrich Sohnius Anchor bolt expansion shell
DE3238852A1 (en) * 1982-10-20 1984-04-26 Hilti Ag, Schaan Expanding dowel
EP0118006A1 (en) * 1983-02-03 1984-09-12 UPAT GMBH & CO Impact expansion bolt
US4861198A (en) * 1988-11-22 1989-08-29 Jennmar Corporation Expansion assembly for mine roof bolts
US5087160A (en) * 1988-04-12 1992-02-11 American Mining Supply, Inc. Anchor bolt and expansion shell assembly
WO2000032946A1 (en) * 1998-12-01 2000-06-08 Cobra Fixations Cie Ltee - Cobra Anchors Co. Ltd. Wedge anchor for concrete
US6220802B1 (en) * 1996-09-06 2001-04-24 Ronald C. Clarke Apparatus for spreading a bolt load with improved holding capacity
US6829871B1 (en) 1998-12-01 2004-12-14 Cobra Fixations Cie Ltee-Cobra Anchors Co., Ltd. Wedge anchor for concrete
WO2014119488A1 (en) * 2013-02-01 2014-08-07 株式会社豊和 Anchor bolt
CN105452680A (en) * 2013-08-08 2016-03-30 株式会社丰和 Anchor bolt
CN106662132A (en) * 2014-07-15 2017-05-10 株式会社丰和 Anchor bolt

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US13177A (en) * 1855-07-03 John loudon and otto ahlstkom
US352226A (en) * 1886-11-09 Expansible bolt
US406565A (en) * 1889-07-09 Expanbiom-bolt
US1372708A (en) * 1919-06-16 1921-03-29 Joseph C Lovington Expansion-bolt
US1379210A (en) * 1919-07-21 1921-05-24 John H Phillips Anchor-shell drill
US1959439A (en) * 1931-12-02 1934-05-22 Edward Ogden Company Inc J Expansion shield or bolt anchor
US2373585A (en) * 1943-08-13 1945-04-10 Mancini Vincenzo Bolt anchor
US2570003A (en) * 1950-04-06 1951-10-02 Palmer Welloct Tool Corp Expansible sleeve anchoring device
US2667099A (en) * 1950-12-19 1954-01-26 Ohio Brass Co Expansion anchor spring biased apart at entering end

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US13177A (en) * 1855-07-03 John loudon and otto ahlstkom
US352226A (en) * 1886-11-09 Expansible bolt
US406565A (en) * 1889-07-09 Expanbiom-bolt
US1372708A (en) * 1919-06-16 1921-03-29 Joseph C Lovington Expansion-bolt
US1379210A (en) * 1919-07-21 1921-05-24 John H Phillips Anchor-shell drill
US1959439A (en) * 1931-12-02 1934-05-22 Edward Ogden Company Inc J Expansion shield or bolt anchor
US2373585A (en) * 1943-08-13 1945-04-10 Mancini Vincenzo Bolt anchor
US2570003A (en) * 1950-04-06 1951-10-02 Palmer Welloct Tool Corp Expansible sleeve anchoring device
US2667099A (en) * 1950-12-19 1954-01-26 Ohio Brass Co Expansion anchor spring biased apart at entering end

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3117483A (en) * 1959-10-21 1964-01-14 John A Brown Self anchoring bolt having line contact between the male and female wedge members
US3439576A (en) * 1965-05-20 1969-04-22 Lester Lerich Wedge type expansion bolt
US3844194A (en) * 1973-02-14 1974-10-29 Illinois Tool Works Wedge anchor device
US4337012A (en) * 1979-04-25 1982-06-29 Heinrich Sohnius Anchor bolt expansion shell
DE3238852A1 (en) * 1982-10-20 1984-04-26 Hilti Ag, Schaan Expanding dowel
EP0118006A1 (en) * 1983-02-03 1984-09-12 UPAT GMBH & CO Impact expansion bolt
US5087160A (en) * 1988-04-12 1992-02-11 American Mining Supply, Inc. Anchor bolt and expansion shell assembly
US4861198A (en) * 1988-11-22 1989-08-29 Jennmar Corporation Expansion assembly for mine roof bolts
US6220802B1 (en) * 1996-09-06 2001-04-24 Ronald C. Clarke Apparatus for spreading a bolt load with improved holding capacity
US6829871B1 (en) 1998-12-01 2004-12-14 Cobra Fixations Cie Ltee-Cobra Anchors Co., Ltd. Wedge anchor for concrete
WO2000032946A1 (en) * 1998-12-01 2000-06-08 Cobra Fixations Cie Ltee - Cobra Anchors Co. Ltd. Wedge anchor for concrete
US20050238457A1 (en) * 1998-12-01 2005-10-27 Cobra Fixations Cie Ltee-Cobra Anchors Co. Ltd. Wedge anchor for concrete
US7587873B2 (en) * 1998-12-01 2009-09-15 Cobra Fixations Cie Ltee-Cobra Ancors Co. Ltd. Wedge anchor for concrete
WO2014119488A1 (en) * 2013-02-01 2014-08-07 株式会社豊和 Anchor bolt
JPWO2014119488A1 (en) * 2013-02-01 2017-01-26 株式会社豊和 Anchor bolt
CN105452680A (en) * 2013-08-08 2016-03-30 株式会社丰和 Anchor bolt
US9829026B2 (en) 2013-08-08 2017-11-28 Howa Corporation Anchor bolt
CN105452680B (en) * 2013-08-08 2018-02-27 株式会社丰和 Foundation bolt
CN106662132A (en) * 2014-07-15 2017-05-10 株式会社丰和 Anchor bolt
CN106662132B (en) * 2014-07-15 2019-09-13 株式会社丰和 Foundation bolt

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