US3108442A - Stabilizing mine roofs - Google Patents

Stabilizing mine roofs Download PDF

Info

Publication number
US3108442A
US3108442A US843517A US84351759A US3108442A US 3108442 A US3108442 A US 3108442A US 843517 A US843517 A US 843517A US 84351759 A US84351759 A US 84351759A US 3108442 A US3108442 A US 3108442A
Authority
US
United States
Prior art keywords
resin
bore hole
injector
roof
plug
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
Application number
US843517A
Inventor
Roy G Miller
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Dayton T Brown Inc
Original Assignee
Dayton T Brown Inc
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Dayton T Brown Inc filed Critical Dayton T Brown Inc
Priority to US843517A priority Critical patent/US3108442A/en
Priority to US242028A priority patent/US3260053A/en
Application granted granted Critical
Publication of US3108442A publication Critical patent/US3108442A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/001—Improving soil or rock, e.g. by freezing; Injections

Definitions

  • the present invention relates to a method for injecting a binder material into a mine roof formation for the stabilization thereof and to an apparatus for carrying out said method. More particularly, the invention relates to a combination mine prop and injector apparatus capable of injecting hardenable resins into the shale formation above the peripheral roof portion of a mine tunnel via a bore hole drilled for that purpose.
  • roof bolts were introduced. These bolts were inserted into holes drilled into the mine roof and screwed into locking engagement at their remote ends with the surrounding sandy shale located above the coal strata. Such bolts were more easily installed at the working mine face than structural supports. While these roof bolts have proved to be of some value, equipment cost and man-hours, nevertheless, are still sizable factors affecting the overall economy of these operations.
  • FIG. 1 is a diagrammatic sectional view of amine tunnel showing the combination roof prop and resin injector of the invention in position against a bore hole;
  • FIG. 2 is an enlarged sectional View of one embodiment of the resin injector portion of the combination device of the invention in position against a bore hole showing details of construction, 7
  • FIG. 3 is a cross-sectional view of a bore hole indicating the disposition therein of an elongated plug or filler in a cordance with the invention
  • FIG. 4 is an enlarged sectional view of another embodiment of the resin injector portion similar to that of FIG. 2 wherein a rubber valve plug is inserted simultaneously with the injector nozzle into the bore hole.
  • the mine roof of a mine tunnel may be conveniently and inexpensively stabilized by injecting a hardenable resin material into the sandy shale located above the coal strata by a novel method and apparatus.
  • the resin material upon handenin g effects the desired stabilization.
  • the mine roof is composed of an impure coal surface layer, above which is found a thin layer of cannel coal and finally the surrounding sandy shale layer. While it is believed that the impure coal layer and the cannel coal layer are able to support their own weight, since the sandy shale generally. develops internal cracks and voids, the sandy shale is incapable of supporting itself over the mine roof.
  • holes are drilled into the tunnel roof to a height substantially within the overlying sandy shale layer, i.e. preferably about six feet in length. Then, the hardenable resin material is injected under pressure by the device of the invention until refusal or until it begins to seep out of neighboring holes. Upon setting, the mine supports may be removed without danger since the overlying laminations are bonded together .and the overall formations are effectively stabilized.
  • Hardening of the resin may be attained in this way upon allowing the suitably proportioned injected resin, catalyst and promoter mixture to set for only about two minutes.
  • One half of the resin is preferably premixed with the required amount of promoter agent while the other half is premixed with the required amount of catalyst.
  • the injection pressure which may be used may be any suitable pressure depending on the nature of the cracks and voids and the characteristics of the strata itself. Pressures of about 3000 pounds/square inch have been found particularly suitable although pressures of 500 to 5000 pounds per square inch are possible.
  • economies may be provided in accordance with the invention by inserting into the bore hole an expendable elongated plug or filler element which is generally of smaller outside diameter than the inside diameter of the bore hole.
  • an expendable elongated plug or filler element which is generally of smaller outside diameter than the inside diameter of the bore hole.
  • the plug may be made of inexpensive wood or similar material, the same being preferably fluted or having a polygonal cross-section, allowing flow of resin within the space defined between the outside surface of the plug and the inside diameter of the bore hole.
  • a wood plug of octagonal cross-section having a distance of 1.375 inches between opposite faces may be used.
  • the crosssectional area of such a bore hole is approximately 1.77 sq. in. while the cross-sectional area of the octagon is approximately 1.57 sq. in., leaving a bore passage area of .20 sq. in. which is sufiicient for conducting the flowable binder material therethrough.
  • a stop valve plug may be positioned in the bore hole which allows passage of resin material upwardly therethrough but which seals the hole from downward seepage. This also results in a saving of resin.
  • the apparatus of the invention comprises a combination adjustable roof prop and resin injector adapted to be placed with the injector nozzle end inserted within the mine roof bore hole under the mechanical pressure exerted thereagainst by the roof prop bearing on the mine floor.
  • the roof prop element is adjustable in height and may assume the form of a screw jack or hydraulic jack. It is used to effect sealing engagement between the injector element and bore hole and to effect temporary support of the mine roof.
  • the resin injector element is defined within the uppermost portion of the roof prop and preferably contains separate inlets for the catalyst and resin and a dual channel nozzle which effects mixing just as the resin and catalyst leave the injector.
  • the resin inlet channel is preferably concentric to the catalyst inlet channel within the injector and both are forced out at the uppermost end via the dual nozzle.
  • the injector end is provided with an extended flange to distribute the supporting force, preferably carrying a soft gasket such as a rubber gasket on its uppermost side for preventing resin leakage during injection.
  • the flange along its upper surface is placed in sealing abutment with the preferably smoothed off roof area surrounding the bore hole by the mechanical pressure of the roof prop.
  • a rubber stop valve plug with cruciform slits such as a tulip plug may be optionally inserted in the bore hole.
  • This valve plug permits the resin mixture to pass upwardly into the overlying strata yet prevents back seepage out of the bore hole opening when the injector is withdrawn.
  • the fluted or polygonal elongated plug may be inserted which readily allows resin to channel therepast within restricted ducts, to insure complete mixing of the resin mixture, and into the voids and cracks of the overlying formation.
  • a bore hole of suitable diameter (e.g. 1 /2 inches) and depth (eg. 6 feet) is first drilled and the roof surface area surrounding the hole is then smoothly faced olf.
  • the elongated plug or filler if desired, is inserted into the hole and thereafter the rubber valve plug.
  • the valve plug may be omitted.
  • the roof prop is then installed with the injector nozzle inserted within the bore hole opening and the flange in abutting contact with the smoothly faced off root surface thereat.
  • the resin and catalyst may be simultaneously injected under pressure. Metered pumps maybe used to ensure proper proportions of resin and catalyst.
  • the roof prop may thereafter be removed as soon as at least partial curing of the resin has taken place.
  • the elongated plug and valve plug are left within the hole.
  • the stop valve plug may be releasably mounted on the dual nozzle of the injector for insertion into the bore hole. In this way, after injection of the resin through the plug, the injector may be removed, the valve plug remaining in snug sealing engagement with the wall of the bore hole so as to prevent downward resin seepage.
  • a roof prop 1 is shown in a mine tunnel having a jack 2 at its lower end resting on the mine floor 3 for adjusting the prop height and a resin injector 4 at its upper end.
  • Catalyst supply duct 5 and resin supply duct 6 are separately provided for the injector.
  • the injector 4 is placed in sealed abutment with bore hole 7 of mine roof 8 via supporting flange 9 upon expanding the length of the prop 1 at jack 2.
  • FIG. 2 shows the resin injector 4 having a separate inlet channel 10 for catalyst and a separate inlet channel 11 for resin.
  • the main channel 12 for resin is concentrically disposed with respect to medial channel 13 for catalyst, these channels being separated by tubular portion 14 to eliminate clogging which might otherwise take place if the resin and catalyst were intermixed in a common duct.
  • Tubular portion 14 is closed at its upper end but is provided around the periphery of its upper end with a plurality of radial openings 15. As resin emerges from the nozzle of the injector, it is thereby intermixed with catalyst emanating from openings 15 under the injection pressure maintained and is forced in admixture into the bore hole.
  • the supporting flange 9 is provided with a soft gasket 16, such as a thick rubber gasket, along its upper surface which is brought into compressed sealing engagement with the roof surface area around the bore hole opening as jack 2 is extended.
  • Gasket 16 may be suitably provided with annular serrations in its upper surface for improved sealing effectiveness.
  • a dome-shaped stop valve plug 17 with cruciform slits is optionally provided within the bore hole 7 which allows the resin mixture to pass upwardly therethrough but upon removal or" the injector 4 prevents back seepage out of the bore hole opening.
  • the valve plug 17 is preferably made of rubber.
  • FIG. 3 illustrates the restricted channels '19 between the rock 20 surrounding the bore hole and a wooden plug 18a of octagonal cross-section.
  • FIG. 4 an alternate embodiment is shown wherein the outer nozzle ring 21 is provided with a dome shaped tulip plug 17a adapted to sealingly engage the surrounding bore hole wall.
  • Plug 17a is fitted over the inner edge of ring 21 and seated thereagainst so that it may be forced within the bore hole by upward movement of ring 21.
  • plug 17a remains in sealing engagement with the surrounding wall of the bore hole even after ring 21 is dislodged therefrom and removed from the opening.
  • the cruciform or tulip incisions in the dome of plug 17a form petals which may be displaced upwardly and outwardly by the oncoming resin mixture under pressure, permitting free flow.
  • these petals cannot be displaced downwardly past the normal position indicated in FIG. 4 because any downward force thereagainst only causes the petals to close together more tightly, thus preventing seepage and resin loss.
  • an epoxy resin it is either mixed with a cataylst or a reactive hardener for the resin.
  • a cataylst or a reactive hardener for the resin.
  • one injector duct would carry the catalyst or hardener, and the other would carry the epoxy resin so that the desired pre-mixing would take place outside of the injector itself.
  • catalysts which may be used with the epoxy resin are: tertiary amines, and boron tri-fluoride.
  • Examples of reactive hardeners which may be used with the epoxy resins are: primary and secondary amines and preferably aliphatic amines.
  • thermosetting resins such as polyester resins, in liquid or flowable form
  • a polyester resin a threecomponent mix is provided including the resin, a catalyst, and a promoter therefor.
  • one injeotor duct would carry half of the resin with all of the catalyst premixed therewith while the other injector duct would carry the other half of the resin with all of the promoter premixed therewith. Consequently, this ensures a more thorough mixing of the three components while at the same time avoiding any polymerization within the ducts of the injector itself.
  • catalysts which may be used with the polyester resin are: benzol-peroxide with tri-cresyl phosphate, di-butyl phthalate with cyclohexanone peroxide, and the like; while examples of the promoter which may be used with the polyester resin include: styrene monomate with cobalt naphthenate, styrene monomate with di-ethyl aniline, and styrene monomalte with di-methyl aniline.
  • the proportions of resin and cataylst and/ or promoter depend upon the particular chemical properties, the working temperature and the desired time of polymerization involved. In general, however, the time of polymerization or hardening can be substantially reduced where the final mixing of the particular lcomponents is achieved after they leave the injector ducts.
  • a combination roof prop and binding material injector which comprises a lower elongated prop portion adapted to be placed against a support surface, and an upper binding material injector portion having a nozzle end and an extension flange provided with an upper flange surface adapted to be inserted against a bore hole with said upper surface in pressure sealing engagement with the surface area surrounding the opening of said bore hole, and concentric channel means terminating in a dual nozzle mixing portion forward of said flange upper surface for separately injecting binding material and a catalyst therefor simultaneously from said dual nozzle mixing portion into said bore hole above said flange upper surface.
  • said plug is a dome shaped hollow plug having cruciform incisions defining resilient petals therein.
  • a combination according to claim 1 in combination with a bore hole against which said injector portion is removably inserted in pressure sealing engagement, a stop valve plug disposed within said bore hole above said injector portion in snug sealing engagement with the wall of said bore hole and an elongated filler plug disposed within said bore hole above said stop valve plug and defining with the surrounding wall of said bore hole at least one restricted mixing channel for passage therealong of binding material conducted from said injector portion and through said stop valve plug.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Soil Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

Oct. 29, 1963 R. G. MILLER 3,
STABILIZING MINE 300Fs Fi led Sept. 30, 1959 9 k I ////////////////////Z L F1E.L
Fi /////////////m 'inr i I 15. .1.-
752: ear a MILLER INVENTOR ATTORN Y5 United States Patent Office 3,168,442 Patented Oct. 29, 1963 3,108,442 STABILLZIN G MINE ROOFS Roy G. Miller, Massapeqna Park, N.Y., assignor of onehaif to Dayton T. Brown, Inc., Long Island, N.Y., a corporation of New York Filed Sept. 30, 1959, Ser. No. 843,517 Claims. (CI. 61-45) The present invention relates to a method for injecting a binder material into a mine roof formation for the stabilization thereof and to an apparatus for carrying out said method. More particularly, the invention relates to a combination mine prop and injector apparatus capable of injecting hardenable resins into the shale formation above the peripheral roof portion of a mine tunnel via a bore hole drilled for that purpose.
Heretofore, structural roof supports were necessary in coal mine tunnels to carry the weight of the mine roof and to prevent cave-in of the tunnel. Such supports were cumbersome to handle and to erect in the necessarily limited space available in mine tunnels as well as expensive with regard to required equipment and man-hours.
As an attempt to overcome the foregoing drawbacks, roof bolts were introduced. These bolts were inserted into holes drilled into the mine roof and screwed into locking engagement at their remote ends with the surrounding sandy shale located above the coal strata. Such bolts were more easily installed at the working mine face than structural supports. While these roof bolts have proved to be of some value, equipment cost and man-hours, nevertheless, are still sizable factors affecting the overall economy of these operations.
It is an object of the invention to overcome the foregoing drawbacks and to provide a method and portable apparatus for injecting a fast setting-binder material under high pressure into the roof formation above the coal strata for stabilizing the same, in a simple and efiicient manner and with a minimum of equipment and labor costs.
Other and further objects of the invention will become apparent from a study of the within specification and accompanying drawings in which,
FIG. 1 is a diagrammatic sectional view of amine tunnel showing the combination roof prop and resin injector of the invention in position against a bore hole;
FIG. 2 is an enlarged sectional View of one embodiment of the resin injector portion of the combination device of the invention in position against a bore hole showing details of construction, 7
FIG. 3 is a cross-sectional view of a bore hole indicating the disposition therein of an elongated plug or filler in a cordance with the invention, and
FIG. 4 is an enlarged sectional view of another embodiment of the resin injector portion similar to that of FIG. 2 wherein a rubber valve plug is inserted simultaneously with the injector nozzle into the bore hole.
It has been found, in accordance with the invention, that the mine roof of a mine tunnel, especially. at the working mine face, may be conveniently and inexpensively stabilized by injecting a hardenable resin material into the sandy shale located above the coal strata by a novel method and apparatus. The resin material upon handenin g effects the desired stabilization.
In this connection, it is known that in the usual case, the mine roof is composed of an impure coal surface layer, above which is found a thin layer of cannel coal and finally the surrounding sandy shale layer. While it is believed that the impure coal layer and the cannel coal layer are able to support their own weight, since the sandy shale generally. develops internal cracks and voids, the sandy shale is incapable of supporting itself over the mine roof.
Thus, the weight of the sandy shale adversely affects the otherwise stable coal strata.
By injecting a hardenable resin material into these cracks and voids, it has been recently found that the sandy shale is rendered stable and structurally coherent so that it is able to support itself in the same way that the cannel coal layer and impure coal layers are able to do. Consequently, the need for multiple structural mine supports or roof bolts is avoided while safe, stable, and unencumbered mine tunnels are provided. Prior injection methods, however, have been unfnuitful commercially in view of the quick-hardening properties of the binder and the resultant clogging of the injection apparatus.
In accordance with the invention, holes are drilled into the tunnel roof to a height substantially within the overlying sandy shale layer, i.e. preferably about six feet in length. Then, the hardenable resin material is injected under pressure by the device of the invention until refusal or until it begins to seep out of neighboring holes. Upon setting, the mine supports may be removed without danger since the overlying laminations are bonded together .and the overall formations are effectively stabilized.
solidification, such as hydroxyethyl diethylene triami-ne.
Hardening of the resin may be attained in this way upon allowing the suitably proportioned injected resin, catalyst and promoter mixture to set for only about two minutes. One half of the resin is preferably premixed with the required amount of promoter agent while the other half is premixed with the required amount of catalyst. By this feature, only two injection conduits will be needed rather than three, and a minimum of intermix-ing will be necessary as the respective flowable materials leave the injector.
The injection pressure which may be used may be any suitable pressure depending on the nature of the cracks and voids and the characteristics of the strata itself. Pressures of about 3000 pounds/square inch have been found particularly suitable although pressures of 500 to 5000 pounds per square inch are possible.
Economies may be provided in accordance with the invention by inserting into the bore hole an expendable elongated plug or filler element which is generally of smaller outside diameter than the inside diameter of the bore hole. Thus, while a suitable surface is exposed for resin injection along the extent of the bore hole, the center portion thereof is occupied by the elongated plug. This results in a saving of resin. The plug may be made of inexpensive wood or similar material, the same being preferably fluted or having a polygonal cross-section, allowing flow of resin within the space defined between the outside surface of the plug and the inside diameter of the bore hole.
Thus, for a bore hole of 1.5 inches diameter, a wood plug of octagonal cross-section having a distance of 1.375 inches between opposite faces may be used. The crosssectional area of such a bore hole is approximately 1.77 sq. in. while the cross-sectional area of the octagon is approximately 1.57 sq. in., leaving a bore passage area of .20 sq. in. which is sufiicient for conducting the flowable binder material therethrough.
Below the optional wood plug, a stop valve plug may be positioned in the bore hole which allows passage of resin material upwardly therethrough but which seals the hole from downward seepage. This also results in a saving of resin.
The apparatus of the invention comprises a combination adjustable roof prop and resin injector adapted to be placed with the injector nozzle end inserted within the mine roof bore hole under the mechanical pressure exerted thereagainst by the roof prop bearing on the mine floor. The roof prop element is adjustable in height and may assume the form of a screw jack or hydraulic jack. It is used to effect sealing engagement between the injector element and bore hole and to effect temporary support of the mine roof.
The resin injector element is defined within the uppermost portion of the roof prop and preferably contains separate inlets for the catalyst and resin and a dual channel nozzle which effects mixing just as the resin and catalyst leave the injector. The resin inlet channel is preferably concentric to the catalyst inlet channel within the injector and both are forced out at the uppermost end via the dual nozzle. The injector end is provided with an extended flange to distribute the supporting force, preferably carrying a soft gasket such as a rubber gasket on its uppermost side for preventing resin leakage during injection. The flange along its upper surface is placed in sealing abutment with the preferably smoothed off roof area surrounding the bore hole by the mechanical pressure of the roof prop.
At a suitable distance above the injector nozzle a rubber stop valve plug with cruciform slits, such as a tulip plug may be optionally inserted in the bore hole. This valve plug permits the resin mixture to pass upwardly into the overlying strata yet prevents back seepage out of the bore hole opening when the injector is withdrawn. Beyond the valve plug, if desired, the fluted or polygonal elongated plug may be inserted which readily allows resin to channel therepast within restricted ducts, to insure complete mixing of the resin mixture, and into the voids and cracks of the overlying formation.
To perform the injecting operation, a bore hole of suitable diameter (e.g. 1 /2 inches) and depth (eg. 6 feet) is first drilled and the roof surface area surrounding the hole is then smoothly faced olf. The elongated plug or filler, if desired, is inserted into the hole and thereafter the rubber valve plug. Of course, if capillary action and viscosity of the resin mixture are suflicient within restricted ducts, the valve plug may be omitted. The roof prop is then installed with the injector nozzle inserted within the bore hole opening and the flange in abutting contact with the smoothly faced off root surface thereat. Upon tightening the roof prop in place by the screw jack or hydraulic jack mechanism, the resin and catalyst may be simultaneously injected under pressure. Metered pumps maybe used to ensure proper proportions of resin and catalyst. The roof prop may thereafter be removed as soon as at least partial curing of the resin has taken place. The elongated plug and valve plug are left within the hole.
Alternately, the stop valve plug may be releasably mounted on the dual nozzle of the injector for insertion into the bore hole. In this way, after injection of the resin through the plug, the injector may be removed, the valve plug remaining in snug sealing engagement with the wall of the bore hole so as to prevent downward resin seepage.
Referring to FIG. 1, a roof prop 1 is shown in a mine tunnel having a jack 2 at its lower end resting on the mine floor 3 for adjusting the prop height and a resin injector 4 at its upper end. Catalyst supply duct 5 and resin supply duct 6 are separately provided for the injector. The injector 4 is placed in sealed abutment with bore hole 7 of mine roof 8 via supporting flange 9 upon expanding the length of the prop 1 at jack 2.
FIG. 2 shows the resin injector 4 having a separate inlet channel 10 for catalyst and a separate inlet channel 11 for resin. Within injector 4, the main channel 12 for resin is concentrically disposed with respect to medial channel 13 for catalyst, these channels being separated by tubular portion 14 to eliminate clogging which might otherwise take place if the resin and catalyst were intermixed in a common duct. Tubular portion 14 is closed at its upper end but is provided around the periphery of its upper end with a plurality of radial openings 15. As resin emerges from the nozzle of the injector, it is thereby intermixed with catalyst emanating from openings 15 under the injection pressure maintained and is forced in admixture into the bore hole. To prevent leakage around the nozzle of injector 4, the supporting flange 9 is provided with a soft gasket 16, such as a thick rubber gasket, along its upper surface which is brought into compressed sealing engagement with the roof surface area around the bore hole opening as jack 2 is extended. Gasket 16 may be suitably provided with annular serrations in its upper surface for improved sealing effectiveness.
A dome-shaped stop valve plug 17 with cruciform slits is optionally provided within the bore hole 7 which allows the resin mixture to pass upwardly therethrough but upon removal or" the injector 4 prevents back seepage out of the bore hole opening. The valve plug 17 is preferably made of rubber.
Additionally, fluted or polygonal filler or elongated plug member 18 may be inserted along the entire extent of the bore hole above valve plug 17 to ensure intermixing along the restricted channels thereby formed and to effect a significant saving in resin material. FIG. 3 illustrates the restricted channels '19 between the rock 20 surrounding the bore hole and a wooden plug 18a of octagonal cross-section.
In FIG. 4, an alternate embodiment is shown wherein the outer nozzle ring 21 is provided with a dome shaped tulip plug 17a adapted to sealingly engage the surrounding bore hole wall. Plug 17a is fitted over the inner edge of ring 21 and seated thereagainst so that it may be forced within the bore hole by upward movement of ring 21. Upon completion of the injection operation, plug 17a remains in sealing engagement with the surrounding wall of the bore hole even after ring 21 is dislodged therefrom and removed from the opening. The cruciform or tulip incisions in the dome of plug 17a form petals which may be displaced upwardly and outwardly by the oncoming resin mixture under pressure, permitting free flow. However, these petals cannot be displaced downwardly past the normal position indicated in FIG. 4 because any downward force thereagainst only causes the petals to close together more tightly, thus preventing seepage and resin loss.
In accordance with the preferred embodiment of the invention where an epoxy resin is used, it is either mixed with a cataylst or a reactive hardener for the resin. Thus, one injector duct would carry the catalyst or hardener, and the other would carry the epoxy resin so that the desired pre-mixing would take place outside of the injector itself. Examples of catalysts which may be used with the epoxy resin are: tertiary amines, and boron tri-fluoride. Examples of reactive hardeners which may be used with the epoxy resins are: primary and secondary amines and preferably aliphatic amines.
In addition to epoxy resins other thermosetting resins, such as polyester resins, in liquid or flowable form, may also be used. Where a polyester resin is used a threecomponent mix is provided including the resin, a catalyst, and a promoter therefor. In this case one injeotor duct would carry half of the resin with all of the catalyst premixed therewith while the other injector duct would carry the other half of the resin with all of the promoter premixed therewith. Consequently, this ensures a more thorough mixing of the three components while at the same time avoiding any polymerization within the ducts of the injector itself.
snoaaaz Examples of catalysts which may be used with the polyester resin are: benzol-peroxide with tri-cresyl phosphate, di-butyl phthalate with cyclohexanone peroxide, and the like; while examples of the promoter which may be used with the polyester resin include: styrene monomate with cobalt naphthenate, styrene monomate with di-ethyl aniline, and styrene monomalte with di-methyl aniline.
In the case of either the epoxy resin or the polyester resin, the proportions of resin and cataylst and/ or promoter depend upon the particular chemical properties, the working temperature and the desired time of polymerization involved. In general, however, the time of polymerization or hardening can be substantially reduced where the final mixing of the particular lcomponents is achieved after they leave the injector ducts.
What is claimed is:
1. A combination roof prop and binding material injector which comprises a lower elongated prop portion adapted to be placed against a support surface, and an upper binding material injector portion having a nozzle end and an extension flange provided with an upper flange surface adapted to be inserted against a bore hole with said upper surface in pressure sealing engagement with the surface area surrounding the opening of said bore hole, and concentric channel means terminating in a dual nozzle mixing portion forward of said flange upper surface for separately injecting binding material and a catalyst therefor simultaneously from said dual nozzle mixing portion into said bore hole above said flange upper surface.
2. A combination according to claim 1 wherein said prop portion is adjustable in length.
3. A combination according to claim 2 wherein said prop portion is provided with a jack means for adjusting its length.
4. A combination according to claim 1 wherein the inner concentric channel terminates in radial openings and the outer concentric channel terminates in an annular opening concentric to said radial openings.
5. A combination according to claim 4 wherein said flange is provided with a soft gasket on its upper surface to effect said sealing engagement.
6. A combination according to claim 5 wherein said gasket is rubber and is provided on its upper surface with annular serrations.
7. A combination according to claim 1 wherein said injector is provided on its upper end with a completely removable resilient stop valve plug enclosing said dual nozzle mixing portion and adapted to be inserted into said bore hole in snug sealing engagement with the wall of said bore hole.
8. A combination according to claim 7 wherein said plug is a dome shaped hollow plug having cruciform incisions defining resilient petals therein.
9. A combination according to claim 8 wherein said petals are upwardly displaceable and downwardly sealable.
10. A combination according to claim 1 in combination with a bore hole against which said injector portion is removably inserted in pressure sealing engagement, a stop valve plug disposed within said bore hole above said injector portion in snug sealing engagement with the wall of said bore hole and an elongated filler plug disposed within said bore hole above said stop valve plug and defining with the surrounding wall of said bore hole at least one restricted mixing channel for passage therealong of binding material conducted from said injector portion and through said stop valve plug.
References Cited in the file of this patent UNITED STATES PATENTS 1,889,599 Goldsborough Nov. 19, 1932 2,005,367 Hilliburton June 18, 1935 2,363,018 Poulter Nov. 21, 1944 2,437,387 Hodgson Mar. 9, 948 2,595,184 Wrightsman Apr. 29, 1952 2,860,489 Townsend Nov. 18, 1958 2,960,831 Lonaberger et a1 Nov. 22, 1960

Claims (1)

1. A COMBINATION ROOF PROP AND BINDING MATERIAL INJECTOR WHICH COMPRISIES A LOWER ELONGATED PROP PORTION ADAPTED TO BE PLACED AGAINST A SUPPORT SURFACE, AND AN UPPER BINDING MATERIAL INJECTOR PROTION HAVING A NOZZLE END AND AN EXTENSION FLANGE PROVIDED WITH AN UPPER FLANGE SURFACE ADAPTED TO BE INSERTED AGAINST A BORE HOLE WITH SAID UPPER SURFACE IN PRESSURE SEALING ENGAGEMENT WITH THE SURFACE AREA SURROUNDING THE OPENING OF SAID BORE HOLE, AND CONCENTRIC CHANNEL MEANS TERMINATING IN A DUAL NOZZLE MIXING PORTION FORWARD OF SAID FLANGE UPPER SURFACE FOR SEPARATELY INJECTING BINDING MATERIAL AND A CATALYST THERE-
US843517A 1959-09-30 1959-09-30 Stabilizing mine roofs Expired - Lifetime US3108442A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
US843517A US3108442A (en) 1959-09-30 1959-09-30 Stabilizing mine roofs
US242028A US3260053A (en) 1959-09-30 1962-10-30 Stabilizing mine roofs

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US843517A US3108442A (en) 1959-09-30 1959-09-30 Stabilizing mine roofs

Publications (1)

Publication Number Publication Date
US3108442A true US3108442A (en) 1963-10-29

Family

ID=25290235

Family Applications (1)

Application Number Title Priority Date Filing Date
US843517A Expired - Lifetime US3108442A (en) 1959-09-30 1959-09-30 Stabilizing mine roofs

Country Status (1)

Country Link
US (1) US3108442A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2006536A1 (en) * 1968-04-19 1969-12-26 Bergwerksverband Gmbh Consolidation of coal seams or disintegrated rock - formations
US3521454A (en) * 1968-10-17 1970-07-21 Foundation Sciences Inc Bearing pad and method of preparing
US3861155A (en) * 1972-12-05 1975-01-21 Atomic Energy Commission Pumpable rockbolt method
US3930639A (en) * 1972-12-05 1976-01-06 The United States Of America As Represented By The United States Energy Research And Development Administration Pumpable rockbolt method
US4260295A (en) * 1979-06-01 1981-04-07 Trelleborg Ab Injector
US5436396A (en) * 1992-06-22 1995-07-25 Sandvik Rock Tools, Inc. Stabilizing compositions and methods for stabilizing subterranean formations

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1889599A (en) * 1930-05-10 1932-11-29 John B Goldsborough Method of filling voids in soil
US2005367A (en) * 1932-06-27 1935-06-18 Erle P Halliburton Grouting plug
US2363018A (en) * 1941-02-17 1944-11-21 Koehring Co Method for treatment of highway grade and subgrade materials
US2437387A (en) * 1945-07-11 1948-03-09 Hodgson Ronald Mortimer Process for the hardening of soil and the like
US2595184A (en) * 1946-10-31 1952-04-29 Standard Oil Dev Co Method for consolidating or for plugging sands
US2860489A (en) * 1953-09-18 1958-11-18 Lawrence E Townsend Grouting or sealing apparatus
US2960831A (en) * 1954-03-12 1960-11-22 Stickler Associates Inc Injector

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1889599A (en) * 1930-05-10 1932-11-29 John B Goldsborough Method of filling voids in soil
US2005367A (en) * 1932-06-27 1935-06-18 Erle P Halliburton Grouting plug
US2363018A (en) * 1941-02-17 1944-11-21 Koehring Co Method for treatment of highway grade and subgrade materials
US2437387A (en) * 1945-07-11 1948-03-09 Hodgson Ronald Mortimer Process for the hardening of soil and the like
US2595184A (en) * 1946-10-31 1952-04-29 Standard Oil Dev Co Method for consolidating or for plugging sands
US2860489A (en) * 1953-09-18 1958-11-18 Lawrence E Townsend Grouting or sealing apparatus
US2960831A (en) * 1954-03-12 1960-11-22 Stickler Associates Inc Injector

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2006536A1 (en) * 1968-04-19 1969-12-26 Bergwerksverband Gmbh Consolidation of coal seams or disintegrated rock - formations
US3521454A (en) * 1968-10-17 1970-07-21 Foundation Sciences Inc Bearing pad and method of preparing
US3861155A (en) * 1972-12-05 1975-01-21 Atomic Energy Commission Pumpable rockbolt method
US3930639A (en) * 1972-12-05 1976-01-06 The United States Of America As Represented By The United States Energy Research And Development Administration Pumpable rockbolt method
US4260295A (en) * 1979-06-01 1981-04-07 Trelleborg Ab Injector
US5436396A (en) * 1992-06-22 1995-07-25 Sandvik Rock Tools, Inc. Stabilizing compositions and methods for stabilizing subterranean formations

Similar Documents

Publication Publication Date Title
US4655643A (en) Rockbolt and installer wand
US3243962A (en) Method and apparatus for treating soil
KR101070072B1 (en) A multistaged equipment of pipe grouting by double packer system and its construction
US4060994A (en) Process for providing a foundation pile for alternating compressive and tractive stresses and a pile thus provided
US20020057948A1 (en) Multi grouting system
US3108442A (en) Stabilizing mine roofs
US2627169A (en) Method of producing stabilization in soil masses
KR100631103B1 (en) Grout bag reinforcing method for underground caves
DE2450998A1 (en) METHOD AND DEVICE FOR SECURING A STANDPIPE IN A DRILLING HOLE
KR101725330B1 (en) Pressure control member is a grouting unit
GB1476996A (en) Composite piles for foundations of structures and a method for manufacturing the same
CN113047294B (en) Duplex-pipe type multifunctional grouting device and construction method thereof
US4000621A (en) Remote sealing of mine passages containing flowing water
KR100707138B1 (en) The pressure type grouting equipment for ground reinforcement, and a method of construction
US2313109A (en) Process of treating porous masses
US4070869A (en) Method of grouting offshore structure
US3260053A (en) Stabilizing mine roofs
GB2095308A (en) Method and apparatus for consolidating rock strata
US1987626A (en) Process of and apparatus for filling cracks and crevices
KR20170125457A (en) A soil nailing method to have the functions of the shearing resistance force improvement and retaining wall panel cutting the ground
DE3831926A1 (en) METHOD AND DEVICE FOR PRODUCING A PRESSURE ANCHOR THROUGH A WALL CLOSING A FLOOR WITH PRESSURE WATER, IN PARTICULAR PILLOW WALL
CN204663480U (en) A kind of roadway floor anchor cable hole injection hole sealing device
KR101771670B1 (en) Grouting apparatus and method of the same
DE2909125A1 (en) Watertight connection for pipeline through bathing pool wall - has stuffing of polyurethane gel clamped between foam rings
JPS6363688B2 (en)