US3877235A - Anchor bolt assembly and utilization - Google Patents
Anchor bolt assembly and utilization Download PDFInfo
- Publication number
- US3877235A US3877235A US419644A US41964473A US3877235A US 3877235 A US3877235 A US 3877235A US 419644 A US419644 A US 419644A US 41964473 A US41964473 A US 41964473A US 3877235 A US3877235 A US 3877235A
- Authority
- US
- United States
- Prior art keywords
- anchor member
- bore hole
- nut
- bolt
- hole
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 239000000463 material Substances 0.000 claims abstract description 90
- 239000000853 adhesive Substances 0.000 claims abstract description 59
- 230000001070 adhesive effect Effects 0.000 claims abstract description 59
- 239000002775 capsule Substances 0.000 claims abstract description 30
- 239000004840 adhesive resin Substances 0.000 claims abstract description 9
- 229920006223 adhesive resin Polymers 0.000 claims abstract description 9
- 239000011347 resin Substances 0.000 claims description 47
- 229920005989 resin Polymers 0.000 claims description 47
- 239000002184 metal Substances 0.000 claims description 13
- 238000010276 construction Methods 0.000 claims description 12
- 238000003780 insertion Methods 0.000 claims description 10
- 230000037431 insertion Effects 0.000 claims description 10
- 238000007789 sealing Methods 0.000 claims description 10
- 238000000034 method Methods 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims description 2
- 230000035515 penetration Effects 0.000 claims description 2
- 230000002093 peripheral effect Effects 0.000 claims description 2
- 239000004848 polyfunctional curative Substances 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 claims description 2
- 230000000284 resting effect Effects 0.000 claims description 2
- 239000011435 rock Substances 0.000 description 10
- 238000009434 installation Methods 0.000 description 9
- 230000015572 biosynthetic process Effects 0.000 description 6
- 238000005755 formation reaction Methods 0.000 description 6
- 238000004873 anchoring Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 239000003054 catalyst Substances 0.000 description 3
- 230000006698 induction Effects 0.000 description 3
- 238000005728 strengthening Methods 0.000 description 3
- 235000019738 Limestone Nutrition 0.000 description 2
- 235000015076 Shorea robusta Nutrition 0.000 description 2
- 244000166071 Shorea robusta Species 0.000 description 2
- 238000013459 approach Methods 0.000 description 2
- 239000003245 coal Substances 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005538 encapsulation Methods 0.000 description 2
- 239000011440 grout Substances 0.000 description 2
- 239000006028 limestone Substances 0.000 description 2
- 239000011159 matrix material Substances 0.000 description 2
- 235000013580 sausages Nutrition 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000002860 competitive effect Effects 0.000 description 1
- 239000011796 hollow space material Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 230000000379 polymerizing effect Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 230000000153 supplemental effect Effects 0.000 description 1
Images
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B13/00—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
- F16B13/14—Non-metallic plugs or sleeves; Use of liquid, loose solid or kneadable material therefor
- F16B13/141—Fixing plugs in holes by the use of settable material
- F16B13/146—Fixing plugs in holes by the use of settable material with a bag-shaped envelope or a tubular sleeve closed at one end, e.g. with a sieve-like sleeve, or with an expandable sheath
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
- E21D20/02—Setting anchoring-bolts with provisions for grouting
- E21D20/025—Grouting with organic components, e.g. resin
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B13/00—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
- F16B13/14—Non-metallic plugs or sleeves; Use of liquid, loose solid or kneadable material therefor
- F16B13/141—Fixing plugs in holes by the use of settable material
- F16B13/143—Fixing plugs in holes by the use of settable material using frangible cartridges or capsules containing the setting components
- F16B13/144—Fixing plugs in holes by the use of settable material using frangible cartridges or capsules containing the setting components characterised by the shape or configuration or material of the frangible cartridges or capsules
Definitions
- ABSTRACT A pull-up bolting assembly is constructed to be inserted endwise and rotatably advanced as a unit within a bore hole of a rock-like roof or other structure, with the forward end of the assembly being employed to fracture an in-placed, adhesive resin material containing capsule, and to mix the adhesive material and force it about a hollow pipelike anchor member of the assembly and along the spacing between it and the bore hole.
- a stop means is sheared by a bolt member of the assembly which is then relatively rotatably advanced within a resin-clear, front portion of the bore hole into and along the hollow anchor member until a bearing plate of the assembly is tension-held by the bolt against an outer face of the rock-like structure.
- This invention pertainstoaa new and improved pullup bolting assembly which is particularly designed for use in strengthening mine roofs and also, to a bolting assembly that is adapted to effectively utilize a minimized amount of quick setting adhesive, grout or cement within a bore hole that extends from a face of a rock-like structure.
- a phase of the invention deals with a bolting assembly having means for enabling it to be rotatably endwise introduced into a bore hole as a unit and, after a hollow anchor member of the assembly has been secured therein by an adhesive material, for thereafter utilizing a bolt element of the assembly to finalize its installationas a tensioned unit.
- anchor bolts such as may be used for strengthening roofs in a coal mine, a subway tunnel, etc.
- An older type of construction employs parts that can be expanded on insertion within a drill or bore hole to provide a mechanical type of expansion gripping action, to thus permit a bolt or screw to be tighteneddown against a face of the rock structure. It is important to provide a bolting assembly that will enable a tension pull-up or tightening-down of a bolt and bearing plate assembly under present day Bureau of Mines standards. The Bureau of Mines requires that such a unit be capable of assuring that the installed bolt tension be within a range of 6 to 8,000 pounds.
- a second and more recent type of assembly makes use of adhesive or grouting material within and substantially along a drill or bore hole for securing a rod or bolt in place; if a pull-up tensioning is desired, the outer end of the rod or bolt is threaded and provided with a nut and face plate washer. The nut may be tightened-down to, in effect, pull-up the plate against the front face of the structure.
- the mechanical type has not been too satisfactory in view of the fact that it requires a relatively strong or more stable type of stratum and many different types of formations are encountered, such as (l) mudstone or siltstone, (2) limestone or massive sandstone, and (3) laminated sandstone or shales.
- adhesive materials have been used for bolt anchorage, bonding strengths have ranged from 1,200 lbs/ linear inch (l /4 inch hole diameter) for 1) above, to 4,000 lbs/inch for (2) and 2,000 lbs/inch for (3).
- difficulty has been encountered in endeavoring to provide a better type that will have a maximum tensile strength in its utilization and without excessive cost.
- the second or adhesive type has the advantage that the adhesive may be employed to strengthen the particular rock formation as well as to secure the bolt in position therein.
- an assembly of the latter type has been rather expensive and requires considerable amount of adhesive in that the idea has heretofore been to substantially fill the hole about the full length of the rod or bolt member, as positioned to extend substantially along the full length of the drill hole.
- the drill hole depending on the type of rock formation or stratum, usually has a depth of about 2 to 5 feet, but in some cases has gone to a depth of about 12 feet.
- Another object of the invention has been to evaluate the factors involved and devise a new approach to the fixing of a bolting assembly within a rock-like structure.
- a further object has been to devise new procedure in roof strengthening and in rock-like formation securing which will enable a material saving of cost.
- a still further object has been to devise a bolting assembly which will minimize quantity requirements for an adhesive material, will enable the use of the adhesive material in such a manner as to minimize the time element in effecting its curing, setting or hardening, and will enable an effective relative movement between parts of the assembly when an inner part has been secured in position by the adhesive and, at the same time, will enable a forwardly advancing rotation of the assembly initially as a unit during its insertion into the bore hole of a rock-like structure.
- FIG. 1 is a vertical section in elevation showing the construction of a bolting hole assembly constructed in accordance with the invention, and also showing an initial step in its utilization.
- an enclosed sealed-off capsule containing a main body of adhesive resin material and a segregated content of a catalyst, hardening or curing resin material, both in liquid or somewhat viscous form has been fully inserted into a drill hole;
- a bolting assembly of the invention has been thereafter inserted into the hole and with its back end in engagement with a forward end of the adhesive capsule, preliminarily to fracturing the capsule for releasing and mixing the materials therein.
- FIG. 2 is a view on the scale of and similar to FIG. 1, but showing a second step in a utilization of the assembly of the invention in which a hollow, pipe-like, anchor member has been rotatably advanced within the hole by a unitized, rotative endwise advance of the bolting assembly, with the hollow member being employed to not only fracture the adhesive capsule but to mix its contents and force them as in a mixed condition about and along the full extent of such member.
- FIG. 3 is a view similar to and on the scale of FIGS. 1 and 2, illustrating a third step of the operation which is effected after the adhesive material has set or hardened to secure the hollow anchor member in a nonrotatable fixed position within the bore hole, and a headed bolt is advanced relative to the fixed anchor member by employing an end of its threaded stem to break-through or penetrate a front end wall or closure disc of the hollow anchor member. Thereafter, the bolt is screw-advanced until its bearing plate has been pulled-up into tight abutment with the face of the rock structure and into a covering relation with respect to the hole therein.
- FIG. 4 is a slightly enlarged fragmental side perspective view showing details of the construction of a back end wall of the hollow member of the construction which serves as a cutting and mixing means for the adhesive material.
- FIG. 5 is a similar view on the scale of FIG. 4, illustrating a modified type of back end wall having a chisel edge and which may be in the form of a plug-like element or a cap.
- FIG. 6 is a fragmental side perspective view on the scale of FIGS. 4 and 5 illustrating a preferred simplified construction of the front end of the hollow member.
- an adhesive resin capsule, cartridge or sausage 30 is shown, since a quick setting type of resin material can be very effectively utilized. It has been discovered that, contrary to previous ideas, it is not necessary to distribute or provide an adhesive material of a quantity sufficient to substantially fully fill the depth extent of the bore or drill hole and about the bolt assembly employed therein. In accordance with the present invention, the length of adhesive material is proportioned to an amount sufficient to, as shown in FIG. 2, fill in the spacing between the innermost end of the hole and a back end of and fully along the extent of a hollow, pipe or shell anchor member 16.
- the member 16 may be an inexpensive piece of hollow material, such as a length of ordinary steel pipe and is preferably provided with a roughened or cross-hatched outer surface that may be rolled thereon to assure a maximum adherence between it and the adhesive material employed. However, it has been determined that the bond between the resin matrix and bore hole surface is more important than the bond between the resin and the hollow anchoring member.
- a greater length of about 18 to 24 inches may be used, but it has been determined that lengths of 6 to 8 inches are generally sufficient, utilizing an 80,000 psi high tension steel bolt with a diameter of anchor shell of about 1 inch with a 1% or 1% inch bore hole.
- it may be given a light side blow to form it into a slightly oval or ellipsoid shape.
- 10 represents a rock-like wall or support structure which is to be secured together or reinforced and which is provided with a bore or drill hole 11 for receiving a bolting .assembly of the invention.
- the assembly has a forward, somewhat cylindrical, pipe-like hollow member, shell or part 16 that constitutes an anchor for the construction. Opposite open ends of the hollow member 16 are closed-off by back and front end walls 17 and 18, such as may be provided by small, stamped-out, disc-like parts or.
- the back end wall 17, as shown in FIG. 4, is provided with a pair of upset portions 17a along its outer edge that serve as breaking and cutting edges as well as a mixing means for the adhesive resin containing capsule 30.
- the element or piece 17 may be stamped-out at 17a and then secured by weld metal w to the back end of the pipe member 16.
- the width of each portion 17a may substantially conform to the wallthickness of the pipe member 16, so that a full sealingoff may be easily accomplished by securing the piece 17 in position by a weld w over the back end of the associated pipe member.
- a front metal disc 18 may also be secured by electric resistance or induction welding to the front end of the member 16 to fully close it off.
- a standard nut 20 such as a hexagonal nut element, is secured by weld metal w, directly on the front face of the front disc or closure wall 18 to project forwardly therefrom.
- the stem 23 is threaded at its backwardly extending end portion to turnably or rotatably fit within the nut 20 and to later shear the end wall l8 and advance past the nut into the hollow anchor member 16 (see FIG. 3).
- the stem 23 of the bolt 15 has its back end portion 230 (see FIG. I) in tight abutment with the front face of the closure wall or disc member 18.
- the entire assembly may be inserted and rotatably advanced endwise as a unit within the drill hole 11, and such rotative inward insertion continued until the bolt head and its bearing plate 25 has made contact with the face of the rock structure 10 thereby preventing further insertion of the assembly as shown in FIG. 2.
- a pneumatic or other suitable form of power tool may be applied to a head 24 of the bolt for this purpose.
- a short wait of, for example, 60 seconds will enable the material to cure, harden or set about the pipe member 16 to anchor or secure it non-rotatably within the end of the drill hole 11.
- the bolt 15 is screw or turnably advanced by again applying rotative force to the head 24 to thereby cause a backward end portion 23a of the bolt 15 to displace, shear or fracture and penetrate the relatively thin wall thickness of the front disc or end wall member 18.
- the relative movement of the bolt 15 with respect to the anchored pipe member 16 is continued until, as shown in FIG. 3, the bolt 15 has advanced within the pipe member sufficiently to bring its head 24 into tension to compressionhold its associated bearing plate or enlarged washer 25 against the front face of the rock formation and closeoff the bore hole 11.
- a modified form of back end wall 26 is illustrated which is in the form of a plug that may be electrical induction or resistance-welded at w to extend from within the back end of the pipe member 16.
- the end wall 26 terminates in a central, wedge-shaped edge portion 26a centrally to provide a chisel-like cutting and mixing pair of surfaces for the adhesive resin material.
- a typical adhesive capsule or cartridge 30 consists of a main body of resin material 31 and a segregated supplemental body of a catalyst, curing or hardening resin 32. Both resins are retained in the capsule or cartridge by means of a relatively thin wall resin bag or sausage of any suitable type that is easily ruptured or broken by the rotative advance of the forward end wall 17 or 26 of the shell member 16 which becomes an anchoring part or member when the mixed resin material has hardened or set.
- the resin material 32 is used for polymerizing, curing and setting the main body of the resin material 31 when they are mixed together and displaced along the bore hole 11 and about the pipe member 16 up to a sealing gasket 19.
- the sealing gasket 19 shown of a rubberlike O-ring type, is mounted about the outer periphery of the hollow member 16 adjacent its front end and in seated, forward, position-limited abutment with a radially outwardly extending flange portion of the front end wall 18.
- the gasket 19 will have a larger diameter than the drill or bore hole 11 such that it is slightly compressed when inserted within the hole.
- the requisite length of anchoring shell, pipe or hollow head member 16 may be checked by pull tests to determine its anchorage strength, which need not be more than the minimum breaking load for the bolt 15.
- a standard mine roof bolt of five/eighths of an inch in diameter will yield at a load between 9,700 to [4,700 lbs. and fail between about l6,200 and 24,600 lbs.
- Celtite, Inc. of Cleveland, Ohio and DuPont of Wilmington, Del. are two representative companies that are in a position to supply the resin cartridges or capsules, and which can be mixed and cured under rotation of at least 120 rpm. within about to 75 seconds where the starting resin temperature is within a range of about to F or at usual mine temperature (of about 68 F).
- the nut 20 may be a conventional hex nut for a bolt 15 of about five/eighths of an inch in diameter.
- a resin grouting length of about 6 to 8 inches is sufficient.
- an anchoring sleeve member 16 having an outer diameter of about 1% inches within a bore hole of about 1% inches provides a one/eighth of an inch spacing width within which the resin material will provide a matrix layer or encapsulation.
- Such spacing should preferably be within a range of about one/sixteenth to three/sixteenths of an inch on the side with an optimum of about one/eighth inch.
- the full strength of the main resin body 31 requires a good or thorough mixing with the catalyst or hardening resin 32.
- a rotational speed of at least rpm. has been found to be satisfactory, although the extremely fast setting resins to be used with this device should be mixed at maximum speed (about 475 rpm).
- the working face of the average coal mine has been found to have a temperature of about 68 F which requires a total time of mixing-curing of about 60 to 75 seconds.
- a device of the invention is particularly suitable for mine roof usage, it also may be employed in tunnels, and for tieingtogether rock-like pieces, such as foundation stone, etc. It enables obtaining the full tensile strength of the bolt, with minimal loss of tension due to subsequent weathering and deformation of the anchor rock, that is competitive with a so-called mechanical expansion type of unit. It eliminates the need for an easily damaged and loose nut on a threaded rod or bolt such as used with a type in which the rod or bolt is, itself, directly resin or grout anchored in place substantially fully along its length extent within a bore hole.
- FIG. 6 shows a simplified and optimum construction of the front end of the hollow member 16 in which front metal disc 18 has a smaller diameter such that it will fit therewithin, and the nut 20 has an effective diameter such that its outer edge portion or at least its corners serve as position-limiting abutment or shoulder means for the gasket 19. This enables a direct welding of the nut 20 on the front end of the hollow member 16.
- a roof bolting assembly for mounting in position within a bore hole of a mine roof that is to be strengthened which comprises, a hollow pipe anchor member of a shorter length than the depth of the bore hole, a destructible capsule that contains quick-setting adhesive resin and catalyst-hardener resin materials for insertion into a back end of the bore hole, a headed bolt having a threaded stem and an associated wide-face bearing plate, front and back closure walls at opposite ends of said anchor member, a threaded nut secured to a front end of said anchor member to rotatably receive a back end of said threaded stem therein, said bolt being initially limited in its positioning within said nut by endwise-abutment of the back end of said stem against said front closure wall, said anchor member and said bolt as assembled in the defined manner being adapted to be endwise-inserted and rotatably advanced within the hole until said back closure wall engages and fractures said capsule and mixes and distributes the resin material content thereof within the bore hole from its back end and forwardly along said anchor member, sealing means carried
- said front closure wall is a relatively thin piece of metal that is secured within the front end of said anchor pipe member and that is easily fractured by a backward advance of said bolt within said nut when said anchor member has been secured by the setting of the resin material thereabout within the bore hole.
- said front closure wall is a thin metal disc having a peripheral flange portion projecting beyond the outer periphery of said anchor member to provide a seating shoulder for said sealing means
- said sealing means is a ring-like gasket encircling the outer wall of said anchor member and resting in abutment with said flange portion.
- a bolting assembly for mounting in position within a bore hole extending inwardly from the face of a rocklike structure such as a mine roof and that is adapted to be secured in position within the bore hole by an adhesive material that has been placed within the bore hole which comprises, a cavity defining longitudinal extending metal anchor member of shorter length than the depth of the bore hole and adapted to be introduced into the bore hole and pressed into the adhesive material and to be thereafter non-rotatably secured in position therein by a hardening of the adhesive material thereabout, a bolt having a threaded stem and an associated washerlike bearing plate that is adapted to rest against the face of front part of the structure to closeoff the bore hole therein, a threaded nut centrally secured over the cavity to the front end of said anchor member and adapted to rotatably receive a back end of the threaded stem of said bolt therein, stop means cooperating with said nut for limiting the amount of insertion of the threaded stem therewithin until said anchor member has been secured in position within the bore hole by the
- stop means is an end closure disc secured in position between a front end of said anchor member and a back end of said nut.
- closure disc is a metal member of relatively thin wall construction
- said closure disc has a flange portion extending radially outwardly beyond the diameter of said anchor member
- a gasket is positioned on said pipe member against said flange portion for engaging the bore hole and restricting outward flow of the adhesive material to the length of said anchor member.
- a roof bolting assembly as defined in claim 8 wherein, a ring-like gasket is carried by a front end portion of said anchor member for sealing-off the joint between the bore hole and said member during setting of the adhesive material within the bore hole, the outer surface of said anchor member is roughened to facilitate adherence of the adhesive material thereto, and said anchor member has a usual length from end to end of about 6 to 8 inches and has an outer diameter of about 1 to 1% inches.
- a method of reinforcing a mine roof having a rock-like construction which comprises, boring an elongated hole into the roof from an outer face thereof; providing a bolting assembly of a pipe-like hollow anchor member having a cross-extending back end wall and a fracturable closed-off front end wall portion, having a nut secured to the front end wall portion and projecting forwardly therefrom and having a headed bolt carrying a bearing plate and with its threaded end mounted within the nut for endwise abutment with the front end wall; first inserting a quick-setting resin adhesive material contained within a thin skin resin capsule into the inner end of the bore hole, inserting the bolting assembly endwise as non-rotatably unit into the bore hole with the back end wall of the pipe member in engagement with the capsule.
- An improved anchor bolting assembly for mounting in position within a hole extending from a face of and into a support structure and that is adapted to be secured in position within the hole by an adhesive material placed therein which comprises, a longitudinally extending anchor member adapted to be introduced into the hole and having a back end portion for movement into the adhesive material therein, said anchor member being adapted to be thereafter secured in position by hardening of the adhesive material thereabout, a headed bolt having a threaded stem and carrying a bearing plate member thereon that is adapted to rest against a face of the front part of the structure to close-off the hole therein, threaded nut-like means secured on a front end of said anchor member and adapted to receive a back end of said stem therein, means carried by the front end of said anchor member to initially limit the advance of said stem within said nut-like means when said anchor member is being inserted into the hole and to thereafter fracture under rotational advance of an end portion of said stem within said nut-like means and with respect to said anchor member when said anchor member has
- flange means is positioned about a forward end portion of said anchor member and extends radially outwardly beyond the outer periphery of said anchor member.
- An improved anchor bolting assembly for mounting in position within a hole extending from a front face of and into a support structure and that is adapted to be secured within the hole by an adhesive material carried within a destructible capsule that has been placed therein which comprises, a longitudinally extending pipe-like anchor member having means closing-off its back end, a headed bolt having a threaded stern and carrying a bearing plate thereon, threaded nut-like means carried on a front end portion of said anchor member and adapted to rotatably receive a forward end of said stem therein, stop means carried by the front end portion of said anchor member to initially limit turning advance of said stem within said nut-like means and with respect to said anchor member when said anchor member is being inserted within the hole, said closing-off means being adapted to move into pressure engagement with the capsule to fracture it and force the adhesive material along the outer side of the length of said anchor member when said anchor member is introduced into the hole by said threaded stem, said anchor member being adapted to be secured in position within the hole by the adhesive material
Abstract
Description
Claims (20)
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
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US419644A US3877235A (en) | 1973-11-28 | 1973-11-28 | Anchor bolt assembly and utilization |
CA214,846A CA1009872A (en) | 1973-11-28 | 1974-11-28 | Anchor bolt assembly and utilization |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US419644A US3877235A (en) | 1973-11-28 | 1973-11-28 | Anchor bolt assembly and utilization |
Publications (1)
Publication Number | Publication Date |
---|---|
US3877235A true US3877235A (en) | 1975-04-15 |
Family
ID=23663116
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US419644A Expired - Lifetime US3877235A (en) | 1973-11-28 | 1973-11-28 | Anchor bolt assembly and utilization |
Country Status (2)
Country | Link |
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US (1) | US3877235A (en) |
CA (1) | CA1009872A (en) |
Cited By (55)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3979918A (en) * | 1973-12-17 | 1976-09-14 | The Titan Manufacturing Company Proprietary Limited | Rock bolts |
US3987635A (en) * | 1975-04-01 | 1976-10-26 | Exchem Holdings Limited | Method of reinforcing rock strata |
US4023373A (en) * | 1976-06-14 | 1977-05-17 | Union Forge, Inc. | Anchor bolt assembly and utilization |
US4051683A (en) * | 1976-06-28 | 1977-10-04 | Jennmar Corporation | Method and apparatus for supporting a mine roof |
US4052860A (en) * | 1974-12-09 | 1977-10-11 | Environmental Engineering Dr. Ing. Alterman Ltd. | Construction of underground tunnels and rock chambers |
US4056036A (en) * | 1976-03-17 | 1977-11-01 | Bergwerksverband Gmbh | Borehole anchor |
US4129007A (en) * | 1977-08-04 | 1978-12-12 | Celtite, Inc. | Anchor device for resin anchor system |
US4132080A (en) * | 1977-11-07 | 1979-01-02 | Stratabolt Corporation | Resin anchored rock or mine roof bolt anchor mechanism |
US4153156A (en) * | 1977-08-08 | 1979-05-08 | Minnesota Mining And Manufacturing Company | Method for reinforcing or sealing solid structures or for anchoring bolts therein and cartridges for use in such method |
US4160614A (en) * | 1978-03-23 | 1979-07-10 | Jennmar Corporation | Expansion shell assembly and method for combining resin bonding and mechanical anchoring of a bolt in a rock formation |
DE2806767A1 (en) * | 1978-02-17 | 1979-08-23 | Gewerk Eisenhuette Westfalia | Underground mine coalface working machine - has tool holders swivelling vertically on demolition caps by frame with parallel support arms |
US4187040A (en) * | 1978-05-31 | 1980-02-05 | Waiamea Company, Inc. | Mine roof bolt spike chemical dispenser assembly |
US4193715A (en) * | 1978-05-12 | 1980-03-18 | The Eastern Company | Mine roof support method and apparatus |
US4253566A (en) * | 1979-08-16 | 1981-03-03 | Minnesota Mining And Manufacturing Company | Resin-containing cartridges and process for sealing solid structures or for anchoring bolts and rods therein |
US4295761A (en) * | 1979-12-10 | 1981-10-20 | Stratabolt Corporation | Post tensionable grouted anchor assembly |
DE3145824A1 (en) * | 1980-11-21 | 1982-06-16 | Frank 15905 Johnstown Pa. Calandra jun. | DEVICE FOR SUPPORTING A STOCK INFORMATION, EXPANSION SHEET ARRANGEMENT AND METHOD FOR ANCHORING A BOLT IN A DRILL HOLE |
US4347020A (en) * | 1980-01-02 | 1982-08-31 | Birmingham Bolt Company | Mine roof bolt assembly |
US4349299A (en) * | 1980-02-26 | 1982-09-14 | Stephen F. Koval | Roof bolt tension head and method of use |
US4419805A (en) * | 1980-11-21 | 1983-12-13 | Jennmar Corporation | Method for combining resin bonding and mechanical anchoring of a bolt in a rock formation |
US4477209A (en) * | 1982-05-03 | 1984-10-16 | H & S Machine & Supply Co., Inc. | Anchor bolt assembly |
US4516883A (en) * | 1983-04-01 | 1985-05-14 | Die-Matic Corporation | Mine roof bolt mounting assembly |
US4516885A (en) * | 1980-11-21 | 1985-05-14 | Jennmar Corporation | Method and apparatus for combining resin bonding and mechanical anchoring of a bolt in a rock formation |
US4516886A (en) * | 1984-05-14 | 1985-05-14 | The Eastern Company | Combined resin-mechanical mine roof support anchor |
US4518292A (en) * | 1980-11-21 | 1985-05-21 | Jennmar Corporation | Method and apparatus for combining resin bonding and mechanical anchoring of a bolt in a rock formation |
US4595315A (en) * | 1984-05-30 | 1986-06-17 | Consolidated Metal Products, Inc. | Anchor bolt assembly |
US4620406A (en) * | 1984-07-16 | 1986-11-04 | Hilti Aktiengesellschaft | Screen sleeve for use with a hardenable mass for securing an anchoring element |
US4655645A (en) * | 1984-12-31 | 1987-04-07 | H&S Machine & Supply Co., Inc. | Method and apparatus for anchoring roof bolts |
US4678374A (en) * | 1985-12-13 | 1987-07-07 | Jennmar Corporation | Roof bolt with expansion shell and threaded nut |
US4679966A (en) * | 1985-12-13 | 1987-07-14 | Jennmar Corporation | Roof bolt apparatus with expansion shell and coupling |
US4820095A (en) * | 1988-02-26 | 1989-04-11 | Engineered Instruments, Inc. | Anchor device for securing rock bolts |
US5033911A (en) * | 1990-04-19 | 1991-07-23 | Ingersoll-Rand Company | Barrier plug for a bore |
US5033909A (en) * | 1990-04-27 | 1991-07-23 | Ingersoll-Rand Company | Coupling for anchor rod and sleeve |
FR2660693A1 (en) * | 1990-04-06 | 1991-10-11 | Ingersoll Rand Co | SEALING BUFFER FOR DYNAMIC ROCK STABILIZATION APPARATUS. |
US5127769A (en) * | 1991-07-22 | 1992-07-07 | The United States Of America As Represented By The Secretary Of The Interior | Thrust bolting: roof bolt support apparatus |
US5417520A (en) * | 1992-08-19 | 1995-05-23 | Rastall; Donald E. | Nut with deformed internal thread, and method of using same in bolt assembly |
US5443332A (en) * | 1992-12-17 | 1995-08-22 | Exchem Plc | Rockbolt tensioning |
US5483781A (en) * | 1994-06-13 | 1996-01-16 | Illinois Tool Works Inc. | Construction fastener assembly |
US5553436A (en) * | 1994-09-16 | 1996-09-10 | Illinois Tool Works Inc. | Screen for anchoring a fastener to a hollow block with an adhesive |
US5954456A (en) * | 1997-06-25 | 1999-09-21 | Bowles; David A. | Torque nut for mine roof bolt assembly |
US6481102B1 (en) * | 1999-12-02 | 2002-11-19 | Tommie D. Hill | Attachment devices, systems, and methods for a tendon, rod, or other elongated member |
US6619888B2 (en) | 2000-03-02 | 2003-09-16 | Jennmar Corporation | Flange nut for mine roof bolt |
US20040016200A1 (en) * | 2002-07-24 | 2004-01-29 | Fyfe Co., Llc. | Anchor and method for reinforcing a structure |
US20040250497A1 (en) * | 2003-06-10 | 2004-12-16 | Simpson Strong-Tie Company, Inc. | Connection and method for setting a composite anchor with an apertured screen in a substrate |
US20050058522A1 (en) * | 2001-12-13 | 2005-03-17 | Realty Products Limited | Permanently fixable plug |
US20050244216A1 (en) * | 2004-04-29 | 2005-11-03 | Michael Magraw | Coupler |
US20080304920A1 (en) * | 2006-01-13 | 2008-12-11 | Societe De Porspection ET D'Inventions Techniques Spit | Resin Anchor With a Compressible Envelope Containing a Curable Product |
US20090136302A1 (en) * | 2006-10-09 | 2009-05-28 | Fox William G | Tensionable spiral bolt with resin nut and related method |
US20090158678A1 (en) * | 2007-12-20 | 2009-06-25 | Hilti Aktiengesellschaft | Injection-securable anchor and anchor tube for the injection-securable anchor |
US20100098509A1 (en) * | 2006-11-02 | 2010-04-22 | Jonathan Jonny Melic | Anchor bolt assembly |
US20110016813A1 (en) * | 2009-07-21 | 2011-01-27 | William Dubon | Anchoring adhesive combination and integrated method of applying it |
US8511043B2 (en) | 2002-07-24 | 2013-08-20 | Fyfe Co., Llc | System and method of reinforcing shaped columns |
US20140227042A1 (en) * | 2011-06-13 | 2014-08-14 | China University Of Mining & Technology (Beijing) | Constant-resistance and large deformation anchor cable and constant-resistance device |
US20180371743A1 (en) * | 2017-06-22 | 2018-12-27 | SR Systems, LLC | Specialized connection devices and method of use |
US20190360193A1 (en) * | 2017-01-17 | 2019-11-28 | Terence Foster | Sock anchor unit |
US11306475B2 (en) | 2017-07-14 | 2022-04-19 | SR Systems, LLC | Specialized connection devices and method of use |
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US2829502A (en) * | 1953-12-17 | 1958-04-08 | Joseph B Dempsey | Mine roof bolt installation |
US2952129A (en) * | 1958-01-09 | 1960-09-13 | Joseph B Dempsey | Mine roof bolt installation |
US3108443A (en) * | 1959-07-07 | 1963-10-29 | Schucrmann Fritz | Method of fixing anchor bolts in the drill holes |
US3618326A (en) * | 1969-10-24 | 1971-11-09 | American Cyanamid Co | Resin anchored reinforced brittle structures |
US3702060A (en) * | 1971-02-25 | 1972-11-07 | James Deans Cumming | Resin-bonded expansion shell |
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US2829502A (en) * | 1953-12-17 | 1958-04-08 | Joseph B Dempsey | Mine roof bolt installation |
US2952129A (en) * | 1958-01-09 | 1960-09-13 | Joseph B Dempsey | Mine roof bolt installation |
US3108443A (en) * | 1959-07-07 | 1963-10-29 | Schucrmann Fritz | Method of fixing anchor bolts in the drill holes |
US3618326A (en) * | 1969-10-24 | 1971-11-09 | American Cyanamid Co | Resin anchored reinforced brittle structures |
US3702060A (en) * | 1971-02-25 | 1972-11-07 | James Deans Cumming | Resin-bonded expansion shell |
Cited By (71)
Publication number | Priority date | Publication date | Assignee | Title |
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US3979918A (en) * | 1973-12-17 | 1976-09-14 | The Titan Manufacturing Company Proprietary Limited | Rock bolts |
US4052860A (en) * | 1974-12-09 | 1977-10-11 | Environmental Engineering Dr. Ing. Alterman Ltd. | Construction of underground tunnels and rock chambers |
US3987635A (en) * | 1975-04-01 | 1976-10-26 | Exchem Holdings Limited | Method of reinforcing rock strata |
US4056036A (en) * | 1976-03-17 | 1977-11-01 | Bergwerksverband Gmbh | Borehole anchor |
US4023373A (en) * | 1976-06-14 | 1977-05-17 | Union Forge, Inc. | Anchor bolt assembly and utilization |
US4051683A (en) * | 1976-06-28 | 1977-10-04 | Jennmar Corporation | Method and apparatus for supporting a mine roof |
US4129007A (en) * | 1977-08-04 | 1978-12-12 | Celtite, Inc. | Anchor device for resin anchor system |
US4153156A (en) * | 1977-08-08 | 1979-05-08 | Minnesota Mining And Manufacturing Company | Method for reinforcing or sealing solid structures or for anchoring bolts therein and cartridges for use in such method |
US4132080A (en) * | 1977-11-07 | 1979-01-02 | Stratabolt Corporation | Resin anchored rock or mine roof bolt anchor mechanism |
DE2806767A1 (en) * | 1978-02-17 | 1979-08-23 | Gewerk Eisenhuette Westfalia | Underground mine coalface working machine - has tool holders swivelling vertically on demolition caps by frame with parallel support arms |
US4160614A (en) * | 1978-03-23 | 1979-07-10 | Jennmar Corporation | Expansion shell assembly and method for combining resin bonding and mechanical anchoring of a bolt in a rock formation |
US4193715A (en) * | 1978-05-12 | 1980-03-18 | The Eastern Company | Mine roof support method and apparatus |
US4187040A (en) * | 1978-05-31 | 1980-02-05 | Waiamea Company, Inc. | Mine roof bolt spike chemical dispenser assembly |
EP0034620A4 (en) * | 1979-08-16 | 1982-01-08 | Minnesota Mining & Mfg | Resin-containing cartridges. |
US4253566A (en) * | 1979-08-16 | 1981-03-03 | Minnesota Mining And Manufacturing Company | Resin-containing cartridges and process for sealing solid structures or for anchoring bolts and rods therein |
EP0034620A1 (en) * | 1979-08-16 | 1981-09-02 | Minnesota Mining & Mfg | Resin-containing cartridges. |
US4295761A (en) * | 1979-12-10 | 1981-10-20 | Stratabolt Corporation | Post tensionable grouted anchor assembly |
US4347020A (en) * | 1980-01-02 | 1982-08-31 | Birmingham Bolt Company | Mine roof bolt assembly |
US4349299A (en) * | 1980-02-26 | 1982-09-14 | Stephen F. Koval | Roof bolt tension head and method of use |
US4516885A (en) * | 1980-11-21 | 1985-05-14 | Jennmar Corporation | Method and apparatus for combining resin bonding and mechanical anchoring of a bolt in a rock formation |
US4518292A (en) * | 1980-11-21 | 1985-05-21 | Jennmar Corporation | Method and apparatus for combining resin bonding and mechanical anchoring of a bolt in a rock formation |
US4419805A (en) * | 1980-11-21 | 1983-12-13 | Jennmar Corporation | Method for combining resin bonding and mechanical anchoring of a bolt in a rock formation |
US4413930A (en) * | 1980-11-21 | 1983-11-08 | Jennmar Corporation | Method and apparatus for combining resin bonding and mechanical anchoring of a bolt in a rock formation |
DE3145824A1 (en) * | 1980-11-21 | 1982-06-16 | Frank 15905 Johnstown Pa. Calandra jun. | DEVICE FOR SUPPORTING A STOCK INFORMATION, EXPANSION SHEET ARRANGEMENT AND METHOD FOR ANCHORING A BOLT IN A DRILL HOLE |
US4477209A (en) * | 1982-05-03 | 1984-10-16 | H & S Machine & Supply Co., Inc. | Anchor bolt assembly |
US4516883A (en) * | 1983-04-01 | 1985-05-14 | Die-Matic Corporation | Mine roof bolt mounting assembly |
US4516886A (en) * | 1984-05-14 | 1985-05-14 | The Eastern Company | Combined resin-mechanical mine roof support anchor |
US4595315A (en) * | 1984-05-30 | 1986-06-17 | Consolidated Metal Products, Inc. | Anchor bolt assembly |
US4620406A (en) * | 1984-07-16 | 1986-11-04 | Hilti Aktiengesellschaft | Screen sleeve for use with a hardenable mass for securing an anchoring element |
US4655645A (en) * | 1984-12-31 | 1987-04-07 | H&S Machine & Supply Co., Inc. | Method and apparatus for anchoring roof bolts |
US4678374A (en) * | 1985-12-13 | 1987-07-07 | Jennmar Corporation | Roof bolt with expansion shell and threaded nut |
US4679966A (en) * | 1985-12-13 | 1987-07-14 | Jennmar Corporation | Roof bolt apparatus with expansion shell and coupling |
US4820095A (en) * | 1988-02-26 | 1989-04-11 | Engineered Instruments, Inc. | Anchor device for securing rock bolts |
FR2660693A1 (en) * | 1990-04-06 | 1991-10-11 | Ingersoll Rand Co | SEALING BUFFER FOR DYNAMIC ROCK STABILIZATION APPARATUS. |
US5033911A (en) * | 1990-04-19 | 1991-07-23 | Ingersoll-Rand Company | Barrier plug for a bore |
FR2661223A1 (en) * | 1990-04-19 | 1991-10-25 | Ingersoll Rand Co | INSULATION BUFFER FOR FASTENING IN A FORTIFIED HOLE. |
AU639086B2 (en) * | 1990-04-19 | 1993-07-15 | Ingersoll-Rand Company | Barrier plug for a bore |
US5033909A (en) * | 1990-04-27 | 1991-07-23 | Ingersoll-Rand Company | Coupling for anchor rod and sleeve |
US5127769A (en) * | 1991-07-22 | 1992-07-07 | The United States Of America As Represented By The Secretary Of The Interior | Thrust bolting: roof bolt support apparatus |
US5417520A (en) * | 1992-08-19 | 1995-05-23 | Rastall; Donald E. | Nut with deformed internal thread, and method of using same in bolt assembly |
US5443332A (en) * | 1992-12-17 | 1995-08-22 | Exchem Plc | Rockbolt tensioning |
US5483781A (en) * | 1994-06-13 | 1996-01-16 | Illinois Tool Works Inc. | Construction fastener assembly |
US5632839A (en) * | 1994-09-16 | 1997-05-27 | Illinois Tool Works Inc. | Method of making a screen for anchoring a fastener to a hollow block with an adhesive |
US5553436A (en) * | 1994-09-16 | 1996-09-10 | Illinois Tool Works Inc. | Screen for anchoring a fastener to a hollow block with an adhesive |
US5954456A (en) * | 1997-06-25 | 1999-09-21 | Bowles; David A. | Torque nut for mine roof bolt assembly |
US6481102B1 (en) * | 1999-12-02 | 2002-11-19 | Tommie D. Hill | Attachment devices, systems, and methods for a tendon, rod, or other elongated member |
US6619888B2 (en) | 2000-03-02 | 2003-09-16 | Jennmar Corporation | Flange nut for mine roof bolt |
US20050058522A1 (en) * | 2001-12-13 | 2005-03-17 | Realty Products Limited | Permanently fixable plug |
US8511043B2 (en) | 2002-07-24 | 2013-08-20 | Fyfe Co., Llc | System and method of reinforcing shaped columns |
US20040016200A1 (en) * | 2002-07-24 | 2004-01-29 | Fyfe Co., Llc. | Anchor and method for reinforcing a structure |
US7207149B2 (en) * | 2002-07-24 | 2007-04-24 | Fyfe Edward R | Anchor and method for reinforcing a structure |
US20040250497A1 (en) * | 2003-06-10 | 2004-12-16 | Simpson Strong-Tie Company, Inc. | Connection and method for setting a composite anchor with an apertured screen in a substrate |
US6837018B1 (en) | 2003-06-10 | 2005-01-04 | Simpson Strong-Tie Company, Inc. | Connection and method for setting a composite anchor with an apertured screen in a substrate |
US20050244216A1 (en) * | 2004-04-29 | 2005-11-03 | Michael Magraw | Coupler |
US20080304920A1 (en) * | 2006-01-13 | 2008-12-11 | Societe De Porspection ET D'Inventions Techniques Spit | Resin Anchor With a Compressible Envelope Containing a Curable Product |
US7708500B2 (en) * | 2006-01-13 | 2010-05-04 | Societe De Prospection Et D'inventions Techniques Spit | Resin anchor with a compressible envelope containing a curable product |
US7758284B2 (en) * | 2006-10-09 | 2010-07-20 | Rhino Technologies Llc | Tensionable spiral bolt with resin nut and related method |
US20090136302A1 (en) * | 2006-10-09 | 2009-05-28 | Fox William G | Tensionable spiral bolt with resin nut and related method |
US20100098509A1 (en) * | 2006-11-02 | 2010-04-22 | Jonathan Jonny Melic | Anchor bolt assembly |
US8382410B2 (en) * | 2006-11-02 | 2013-02-26 | Jonathan Jonny Melic | Anchor bolt assembly |
US20090158678A1 (en) * | 2007-12-20 | 2009-06-25 | Hilti Aktiengesellschaft | Injection-securable anchor and anchor tube for the injection-securable anchor |
US20110016813A1 (en) * | 2009-07-21 | 2011-01-27 | William Dubon | Anchoring adhesive combination and integrated method of applying it |
US8517641B2 (en) * | 2009-07-21 | 2013-08-27 | Illinois Tool Works Inc. | Anchoring adhesive combination and integrated method of applying it |
US20140227042A1 (en) * | 2011-06-13 | 2014-08-14 | China University Of Mining & Technology (Beijing) | Constant-resistance and large deformation anchor cable and constant-resistance device |
US9797248B2 (en) * | 2011-06-13 | 2017-10-24 | China University Of Mining & Technology (Beijing) | Constant-resistance and large deformation anchor cable and constant-resistance device |
US20190360193A1 (en) * | 2017-01-17 | 2019-11-28 | Terence Foster | Sock anchor unit |
US10731331B2 (en) * | 2017-01-17 | 2020-08-04 | Terence Foster | Sock anchor unit |
US20180371743A1 (en) * | 2017-06-22 | 2018-12-27 | SR Systems, LLC | Specialized connection devices and method of use |
US10697173B2 (en) * | 2017-06-22 | 2020-06-30 | SR Systems, LLC | Specialized connection devices and method of use |
US11306475B2 (en) | 2017-07-14 | 2022-04-19 | SR Systems, LLC | Specialized connection devices and method of use |
US11753814B2 (en) | 2017-07-14 | 2023-09-12 | SR Systems, LLC | Specialized connection devices and method of use |
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Legal Events
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Owner name: EASTERN COMPANY THE MARIETTA, OH A CORP. OF CT Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:HALL WALTER;REEL/FRAME:004320/0938 Effective date: 19780830 Owner name: BLAIR MINE SUPPLY, INC., P.O. BOX 652, CLARKSBURG, Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:BLAIR MINE SUPPLY, INC.;REEL/FRAME:004320/0940 Effective date: 19780807 |
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Owner name: BIRMINGHAM BOLT COMPANY, INC., A CORP. OF AL Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:EASTERN COMPANY, THE,;REEL/FRAME:004777/0722 Effective date: 19870914 |
|
AS | Assignment |
Owner name: BIRMINGHAM STEEL CORPORATION, ALABAMA Free format text: MERGER;ASSIGNOR:BIRMINGHAM BOLT COMPANY, INC.;REEL/FRAME:006289/0418 Effective date: 19920610 |
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AS | Assignment |
Owner name: STAR BANK, NATIONAL ASSOCIATION Free format text: SECURITY INTEREST;ASSIGNOR:EXCEL MINING;REEL/FRAME:007403/0430 Effective date: 19950313 |
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AS | Assignment |
Owner name: EXCEL MINING SYSTEMS, INC., OHIO Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:BIRMINGHAM STEEL CORPORATION;REEL/FRAME:007417/0235 Effective date: 19950313 |