WO2012113976A1 - Rock bolt - Google Patents

Rock bolt Download PDF

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Publication number
WO2012113976A1
WO2012113976A1 PCT/FI2012/050128 FI2012050128W WO2012113976A1 WO 2012113976 A1 WO2012113976 A1 WO 2012113976A1 FI 2012050128 W FI2012050128 W FI 2012050128W WO 2012113976 A1 WO2012113976 A1 WO 2012113976A1
Authority
WO
WIPO (PCT)
Prior art keywords
cone
drawbar
expansion member
rock bolt
borehole
Prior art date
Application number
PCT/FI2012/050128
Other languages
French (fr)
Inventor
Tomi Ahola
Original Assignee
Suomen Metallityö Oy
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 Suomen Metallityö Oy filed Critical Suomen Metallityö Oy
Priority to AU2012220457A priority Critical patent/AU2012220457B2/en
Priority to US13/985,745 priority patent/US8998541B2/en
Priority to EP12750201.1A priority patent/EP2678528A4/en
Publication of WO2012113976A1 publication Critical patent/WO2012113976A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/008—Anchoring or tensioning means
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/80—Ground anchors
    • E02D5/805—Ground anchors with deformable anchoring members
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/80—Ground anchors
    • E02D5/808—Ground anchors anchored by using exclusively a bonding material
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00—Setting anchoring-bolts
    • E21D20/02—Setting anchoring-bolts with provisions for grouting
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
    • E21D21/0033—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts having a jacket or outer tube
    • 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
    • F16B13/04—Dowels 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
    • F16B13/06—Dowels 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
    • F16B13/063—Dowels 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
    • F16B13/066—Dowels 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 fastened by extracting a separate expander-part, actuated by the screw, nail or the like
    • 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

Definitions

  • the invention relates to a rock bolt as defined in the preamble of claim 1.
  • a rock bolt is a long anchor bolt used to reinforce rock cuts, cavities and walls of tunnels.
  • a rock bolt installed in its place can also be used for suspension of various structures.
  • rock bolts are used as an array of several rock bolts installed at a distance from each other.
  • Rock bolts function in such a way as to bind the rock mass present in the vicinity of the surface of the rock, which may include openings and boulders, to the firmer and more solid internal part of the rock and this way to prevent rockfall.
  • Installation of a rock bolt is carried out in such a way as to drill a long closed hole into the wall of the rock to be reinforced for each rock bolt. The rock bolt is inserted into the closed hole for a desired depth.
  • the rock bolt is secured in its place by ex- panding an expansion member present at the inner end, i.e. the tip, of the rock bolt so that the expansion member becomes pressed against the wall of the borehole.
  • a binder such as concrete or resin, is injected into the borehole around the rock bolt for cementing the rock bolt.
  • Rock bolts are known from the prior art, for example from publications EP 1546508 Bl, US 5636945, US 4655644, US 4764055, US 4848971 and US 4904123.
  • the term “inner” means that the part is located deeper in the borehole within the rock than another part characterized by the term "outer”.
  • a rock bolt includes a drawbar having an inner end to be inserted into the borehole and an outer end extending out from the borehole. Further, the rock bolt includes tightening members provided at the outer end of the drawbar for drawing the drawbar outward relative to the borehole in order to tighten the rock bolt in its place.
  • the rock bolt includes a first cone member substantially immovably connected to the drawbar in the vicinity of the inner end, and a first cone surface.
  • the rock bolt includes an expansion member including a first end which is the end on the side of the inner end of the drawbar, a second end which is the end on the side of the outer end of the drawbar, and a first cone abutment surface.
  • the first cone abutment surface is located in the interior of the expansion member in the vicinity of the first end thereof.
  • the first cone member is provided in the interior of the first end of the expansion member in such a way that the first cone surface abuts against the first cone abutment surface.
  • the cone member func- tions as a wedge which expands the expansion member as it penetrates deeper therein.
  • the expansion member is adapted to expand as the drawbar is drawn outward by means of the tightening members and the first cone member is simultaneously moved relative to the expan- sion member for expanding the expansion member and engaging the expansion member to the wall of the borehole.
  • the expansion member includes an internal second cone abutment surface located in the interior of the expansion member in the vicinity of the second end thereof.
  • the rock bolt further includes a second cone member at least partially fitted in the interior of the second end of the expansion member.
  • the second cone member includes a through hole, through which the drawbar is adapted to extend with a clearance, and a second cone surface tapering inward relative to the expansion member and abutting against the second cone abutment surface of the expansion member.
  • the rock bolt includes an elongated pushing member having a first end bearing on the tightening members and a second end bearing against the second cone mem- ber on the opposite side relative to the expansion member so that, as the drawbar is tightened by the tightening members, the pushing member simultaneously pushes the second cone member to the interior of the expansion member for expanding the expansion member and engaging the expansion member to the wall of the borehole.
  • the second pushing member is a tube fitted around the drawbar.
  • the two cone members provide expansion of the expan- sion member simultaneously at both ends, thereby providing safety-increasing immediate locking in place instantly at the beginning of tightening.
  • the final tightening can be carried out without hurry.
  • the tightening is easy because it can be effected with a low torque.
  • the objective of the invention is to eliminate the drawbacks referred to above. Particularly, it is an objective of the invention to disclose a rock bolt which is safer and easier to use than before.
  • rock bolt according to the invention is character- ized by what has been presented in claim 1.
  • the tube includes a number of casting holes provided for a substantial portion of the length of the tube for allowing an injected binder to flow between the space between the tube and the wall of a borehole and the casting space of the tube.
  • the advantage of the invention is that the casting holes enable the flow of the binder to be injected be- tweeh the space between the tube and the wall of a borehole and the internal casting space of the tube.
  • the inner end of the drawbar includes an external thread.
  • the first cone member includes an internal thread screwed onto the external thread of the drawbar.
  • the outer end of the drawbar includes a second external thread.
  • the tighten- ing members include a tightening nut screwed onto the second external thread.
  • the drawbar is a reinforcement steel bar.
  • the tightening members include a support plate for supporting the outer end of the rock bolt against the surface of the rock around the borehole, the support plate having a center hole and an injection hole spaced apart from the center hole for the purpose of injecting a binder.
  • the tightening members include a centering member provided to the outer end of the drawbar and adapted to bear on the edge of the center hole of the support plate.
  • the centering member includes an inner end and an outer end.
  • a central hole extends between the outer end and the inner end.
  • the outer end of the drawbar provided with the second external thread is adapted to extend through the hole.
  • the diameter of the hole is greater than the diameter of the second external thread so that the centering member can slide over the second external thread.
  • the centering member includes a lateral cone surface tapering toward the inner end and bearing on the edge of the center hole of the support plate.
  • the centering member includes an air exhaust and check hole extending between the outer end and the inner end and allowing removal of air as a binder is injected and checking of the sufficiency of the binder.
  • Fig. 1 illustrates a first embodiment of the rock bolt according to the invention in a borehole
  • Fig. 2 illustrates the rock bolt of Fig. 1 in cross section
  • Fig. 3 illustrates the rock bolt of Fig. 2 being tightened in its place
  • Fig. 4 illustrates the rock bolt of Fig. 3 after in- jection of a binder.
  • Fig. 1 shows a rock bolt inserted into a borehole 1 drilled in a rock in order to be tightened in its place.
  • the rock bolt includes a drawbar 2 having an inner end 3 to be inserted into the borehole and an outer end 4 extending out from the borehole.
  • the drawbar 2 is preferably a reinforcement steel bar.
  • the outer end 4 of the drawbar 2 includes tightening members 5 to be used for drawing the drawbar 2 outward relative to the borehole 1 for expanding an expansion member 8 and in order to tighten the rock bolt in its place.
  • the locking is provided by a type of biconical wedge and expansion anchoring mechanism at the inner end 3 of the drawbar 2.
  • the structure of the mecha- nism referred to above is disclosed in more detail in Fig. 2.
  • a first cone member 6 including a first cone surface 7 is substantially immovably connected to the drawbar 2 in the vicinity of the in- ner end 3.
  • the inner end 3 of the drawbar 2 includes an external thread 19.
  • the first cone member 6 includes an internal thread 20 screwed onto the external thread 19 of the drawbar.
  • the anchoring mechanism further includes the expansion mem- ber 8 having a first cone abutment surface 11 in the interior of the expansion member 8 in the vicinity of a first end 9 thereof.
  • the first cone member 6 is provided in the interior of the first end 9 of the expansion member 8 so that the first cone surface 7 abuts against the first cone abutment surface 11.
  • the expansion member 8 is adapted to expand when the drawbar 2 is drawn outward by means of the tightening members 5, in which case the first cone member 6 simultaneously moves inward relative to the expansion member 8 for expanding the expansion member and engaging it to the wall of the borehole 1.
  • the expansion member 9 also includes a second cone abutment surface 12 in the interior of the expansion member in the vicinity of the second end 10 thereof.
  • a second cone member 13 is at least partially fitted in the interior of the second end 10 of the expansion member 8.
  • the second cone member 13 includes a hole 14, through which the drawbar 2 is adapted to extend with a clearance so that the second cone member 13 can slide relative to the drawbar 2.
  • the second cone member 13 includes a second cone surface 15 tapering in an inward direction relative to the expansion member 8 and abutting against the second cone abutment surface 12 of the expansion member 8.
  • a first end 17 of an elongated push- ing member 16 bears on the tightening members 5 and a second end 18 bears against the second cone member 13 on the opposite side relative to the expansion member 8 so that, as the drawbar 2 is tightened by the tightening members 5, the pushing member 16 simultaneously pushes the second cone member 13 to the interior of the expansion member 8 for- expanding the expansion member and engaging the expansion member to the wall of the borehole 1 as illustrated in Fig. 3.
  • the tube 16 forming the pushing member 16 is provided around the drawbar 2 so that between the tube and the drawbar 2 there remains a casting space 23 for receiving a binder B to be injected.
  • the tube 16 includes a number of casting holes 24 provided for a substantial portion of the length of the tube. The casting holes 24 enable the flow of an injected binder B between the space between the tube 16 and the wall of a borehole 1 and the casting space 23.
  • the tightening members 5 include a tightening nut 22 screwed onto a second external thread 21 present at the outer end 4 of the drawbar 2. Further, the tightening members 5 include a support plate 25 for supporting the outer end of the rock bolt against the surface of the rock around a borehole 1.
  • the support plate 25 includes a center hole 26 and an injection hole 27 spaced apart from the center hole 26.
  • a binder B is injectable to the interior of the rock bolt and into of a borehole via the injection hole 27 as depicted in Fig. 4.
  • the tightening members 5 include a centering member 28 at the outer end 4 of the drawbar 2 adapted to bear on the edge of the center hole 27 of the support plate 25.
  • the centering member 28 includes a central hole 31 extending between an outer end 29 and an inner end 30 of the centering member.
  • the outer end 4 of the drawbar 2 provided with the second external thread 21 extends through the hole 31.
  • the tightening nut 22 is screwed onto the second external thread 21 against the outer end 30 of the centering member 28.
  • the diameter of the hole 31 is greater than the diameter of the second external thread 21 so that the drawbar can freely move relative to the centering member 28.
  • the centering member 28 also includes a lateral cone surface 32 tapering toward the inner end 29, the lateral cone surface bearing on the edge of the center hole 26 of the support plate 25. Further, the centering member 28 includes an air exhaust and check hole 33 extending between the outer end 30 and the inner end 29 and allowing air removal as a binder B is injected via the injection hole 27 of the support plate. When the binder B starts to overflow from the air exhaust and check hole 33, a sufficient amount of binder B has been injected.
  • the invention is not limited merely to the exemplifying embodiments referred to above; instead, many variations are possible within the scope of the inventive idea defined by the claims.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Geology (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Piles And Underground Anchors (AREA)
  • Dowels (AREA)

Abstract

The invention relates to a rock bolt to be installed into a borehole (1) drilled in a rock, wherein an expansion member (9) of the rock bolt includes an internal second cone abutment surface (12) in the interior of the expansion member in the vicinity of a second end (10) thereof. A second cone member (13) is at least partially fitted in the interior of the second end (10) of the expansion member (8). The second cone member includes a hole (14), through which a drawbar (2) is adapted to extend with a clearance, and a second cone surface (15) tapering inward relative to the expansion member and abutting against the second cone abutment surface (12) of the expansion member. A first end (17) of an elongated pushing member (16) bears on tightening members (5) and a second end (18) bears against the second cone member (13) on the opposite side relative to the expansion member (8) so that, as the drawbar (2) is tightened by the tightening members (5), the pushing member simultaneously pushes the second cone member (13) to the interior of the expansion member (8) for expanding the expansion member and engaging the expansion member to the wall of the borehole.

Description

ROCK BOLT
FIELD OF THE INVENTION
The invention relates to a rock bolt as defined in the preamble of claim 1.
BACKGROUND OF THE INVENTION
A rock bolt is a long anchor bolt used to reinforce rock cuts, cavities and walls of tunnels. A rock bolt installed in its place can also be used for suspension of various structures. Typically in reinforcing a rock, rock bolts are used as an array of several rock bolts installed at a distance from each other. Rock bolts function in such a way as to bind the rock mass present in the vicinity of the surface of the rock, which may include openings and boulders, to the firmer and more solid internal part of the rock and this way to prevent rockfall. Installation of a rock bolt is carried out in such a way as to drill a long closed hole into the wall of the rock to be reinforced for each rock bolt. The rock bolt is inserted into the closed hole for a desired depth. The rock bolt is secured in its place by ex- panding an expansion member present at the inner end, i.e. the tip, of the rock bolt so that the expansion member becomes pressed against the wall of the borehole. Finally, a binder, such as concrete or resin, is injected into the borehole around the rock bolt for cementing the rock bolt.
Rock bolts are known from the prior art, for example from publications EP 1546508 Bl, US 5636945, US 4655644, US 4764055, US 4848971 and US 4904123. In this description the term "inner" means that the part is located deeper in the borehole within the rock than another part characterized by the term "outer". A rock bolt includes a drawbar having an inner end to be inserted into the borehole and an outer end extending out from the borehole. Further, the rock bolt includes tightening members provided at the outer end of the drawbar for drawing the drawbar outward relative to the borehole in order to tighten the rock bolt in its place. Further, the rock bolt includes a first cone member substantially immovably connected to the drawbar in the vicinity of the inner end, and a first cone surface. In addition, the rock bolt includes an expansion member including a first end which is the end on the side of the inner end of the drawbar, a second end which is the end on the side of the outer end of the drawbar, and a first cone abutment surface. The first cone abutment surface is located in the interior of the expansion member in the vicinity of the first end thereof. The first cone member is provided in the interior of the first end of the expansion member in such a way that the first cone surface abuts against the first cone abutment surface. The cone member func- tions as a wedge which expands the expansion member as it penetrates deeper therein. The expansion member is adapted to expand as the drawbar is drawn outward by means of the tightening members and the first cone member is simultaneously moved relative to the expan- sion member for expanding the expansion member and engaging the expansion member to the wall of the borehole. The expansion member includes an internal second cone abutment surface located in the interior of the expansion member in the vicinity of the second end thereof. The rock bolt further includes a second cone member at least partially fitted in the interior of the second end of the expansion member. The second cone member includes a through hole, through which the drawbar is adapted to extend with a clearance, and a second cone surface tapering inward relative to the expansion member and abutting against the second cone abutment surface of the expansion member. In addition, the rock bolt includes an elongated pushing member having a first end bearing on the tightening members and a second end bearing against the second cone mem- ber on the opposite side relative to the expansion member so that, as the drawbar is tightened by the tightening members, the pushing member simultaneously pushes the second cone member to the interior of the expansion member for expanding the expansion member and engaging the expansion member to the wall of the borehole. The second pushing member is a tube fitted around the drawbar.
The two cone members provide expansion of the expan- sion member simultaneously at both ends, thereby providing safety-increasing immediate locking in place instantly at the beginning of tightening. The final tightening can be carried out without hurry. The tightening is easy because it can be effected with a low torque.
Regarding the rock bolts provided with the biconical wedge and expansion anchoring mechanism according to the prior art described above, reference is also made to publications JP 5601811U and DE 3105038 Al . A problem therein is that the use of a binder to be injected is not possible.
OBJECTIVE OF THE INVENTION
The objective of the invention is to eliminate the drawbacks referred to above. Particularly, it is an objective of the invention to disclose a rock bolt which is safer and easier to use than before.
SUMMARY OF THE INVENTION
The rock bolt according to the invention is character- ized by what has been presented in claim 1.
According to the invention, the tube includes a number of casting holes provided for a substantial portion of the length of the tube for allowing an injected binder to flow between the space between the tube and the wall of a borehole and the casting space of the tube.
The advantage of the invention is that the casting holes enable the flow of the binder to be injected be- tweeh the space between the tube and the wall of a borehole and the internal casting space of the tube.
In one embodiment of the rock bolt the inner end of the drawbar includes an external thread. The first cone member includes an internal thread screwed onto the external thread of the drawbar.
In one embodiment of the rock bolt the outer end of the drawbar includes a second external thread. The tighten- ing members include a tightening nut screwed onto the second external thread.
In one embodiment of the rock bolt the drawbar is a reinforcement steel bar. In one embodiment of the rock bolt the tightening members include a support plate for supporting the outer end of the rock bolt against the surface of the rock around the borehole, the support plate having a center hole and an injection hole spaced apart from the center hole for the purpose of injecting a binder.
In one embodiment of the rock bolt the tightening members include a centering member provided to the outer end of the drawbar and adapted to bear on the edge of the center hole of the support plate.
In one embodiment of the rock bolt the centering member includes an inner end and an outer end. A central hole extends between the outer end and the inner end. The outer end of the drawbar provided with the second external thread is adapted to extend through the hole. The diameter of the hole is greater than the diameter of the second external thread so that the centering member can slide over the second external thread. Further, the centering member includes a lateral cone surface tapering toward the inner end and bearing on the edge of the center hole of the support plate. In one embodiment of the rock bolt the centering member includes an air exhaust and check hole extending between the outer end and the inner end and allowing removal of air as a binder is injected and checking of the sufficiency of the binder.
In one embodiment of the rock bolt the tightening nut is screwed onto the second external thread against the outer end of the centering member. LIST OF FIGURES In the following section the invention will be described in detail using exemplifying embodiments with reference to the accompanying drawing in which Fig. 1 illustrates a first embodiment of the rock bolt according to the invention in a borehole,
Fig. 2 illustrates the rock bolt of Fig. 1 in cross section,
Fig. 3 illustrates the rock bolt of Fig. 2 being tightened in its place, and
Fig. 4 illustrates the rock bolt of Fig. 3 after in- jection of a binder.
DETAILED DESCRIPTION OF THE INVENTION
Fig. 1 shows a rock bolt inserted into a borehole 1 drilled in a rock in order to be tightened in its place.
With reference to Fig. 1 to 4 the rock bolt includes a drawbar 2 having an inner end 3 to be inserted into the borehole and an outer end 4 extending out from the borehole. The drawbar 2 is preferably a reinforcement steel bar.
The outer end 4 of the drawbar 2 includes tightening members 5 to be used for drawing the drawbar 2 outward relative to the borehole 1 for expanding an expansion member 8 and in order to tighten the rock bolt in its place. The locking is provided by a type of biconical wedge and expansion anchoring mechanism at the inner end 3 of the drawbar 2. The structure of the mecha- nism referred to above is disclosed in more detail in Fig. 2. With reference to Fig. 2 a first cone member 6 including a first cone surface 7 is substantially immovably connected to the drawbar 2 in the vicinity of the in- ner end 3. For this purpose the inner end 3 of the drawbar 2 includes an external thread 19. The first cone member 6 includes an internal thread 20 screwed onto the external thread 19 of the drawbar. The anchoring mechanism further includes the expansion mem- ber 8 having a first cone abutment surface 11 in the interior of the expansion member 8 in the vicinity of a first end 9 thereof. The first cone member 6 is provided in the interior of the first end 9 of the expansion member 8 so that the first cone surface 7 abuts against the first cone abutment surface 11. The expansion member 8 is adapted to expand when the drawbar 2 is drawn outward by means of the tightening members 5, in which case the first cone member 6 simultaneously moves inward relative to the expansion member 8 for expanding the expansion member and engaging it to the wall of the borehole 1. The expansion member 9 also includes a second cone abutment surface 12 in the interior of the expansion member in the vicinity of the second end 10 thereof. A second cone member 13 is at least partially fitted in the interior of the second end 10 of the expansion member 8. The second cone member 13 includes a hole 14, through which the drawbar 2 is adapted to extend with a clearance so that the second cone member 13 can slide relative to the drawbar 2. In addition, the second cone member 13 includes a second cone surface 15 tapering in an inward direction relative to the expansion member 8 and abutting against the second cone abutment surface 12 of the expansion member 8. A first end 17 of an elongated push- ing member 16 bears on the tightening members 5 and a second end 18 bears against the second cone member 13 on the opposite side relative to the expansion member 8 so that, as the drawbar 2 is tightened by the tightening members 5, the pushing member 16 simultaneously pushes the second cone member 13 to the interior of the expansion member 8 for- expanding the expansion member and engaging the expansion member to the wall of the borehole 1 as illustrated in Fig. 3.
The tube 16 forming the pushing member 16 is provided around the drawbar 2 so that between the tube and the drawbar 2 there remains a casting space 23 for receiving a binder B to be injected. The tube 16 includes a number of casting holes 24 provided for a substantial portion of the length of the tube. The casting holes 24 enable the flow of an injected binder B between the space between the tube 16 and the wall of a borehole 1 and the casting space 23.
The tightening members 5 include a tightening nut 22 screwed onto a second external thread 21 present at the outer end 4 of the drawbar 2. Further, the tightening members 5 include a support plate 25 for supporting the outer end of the rock bolt against the surface of the rock around a borehole 1. The support plate 25 includes a center hole 26 and an injection hole 27 spaced apart from the center hole 26. A binder B is injectable to the interior of the rock bolt and into of a borehole via the injection hole 27 as depicted in Fig. 4.
Further, the tightening members 5 include a centering member 28 at the outer end 4 of the drawbar 2 adapted to bear on the edge of the center hole 27 of the support plate 25. The centering member 28 includes a central hole 31 extending between an outer end 29 and an inner end 30 of the centering member. The outer end 4 of the drawbar 2 provided with the second external thread 21 extends through the hole 31. The tightening nut 22 is screwed onto the second external thread 21 against the outer end 30 of the centering member 28. The diameter of the hole 31 is greater than the diameter of the second external thread 21 so that the drawbar can freely move relative to the centering member 28. The centering member 28 also includes a lateral cone surface 32 tapering toward the inner end 29, the lateral cone surface bearing on the edge of the center hole 26 of the support plate 25. Further, the centering member 28 includes an air exhaust and check hole 33 extending between the outer end 30 and the inner end 29 and allowing air removal as a binder B is injected via the injection hole 27 of the support plate. When the binder B starts to overflow from the air exhaust and check hole 33, a sufficient amount of binder B has been injected. The invention is not limited merely to the exemplifying embodiments referred to above; instead, many variations are possible within the scope of the inventive idea defined by the claims.

Claims

1. A rock bolt to be installed into a borehole (1) drilled in a rock, the rock bolt including
- a drawbar (2) having an inner end (3) to be inserted into the borehole and an outer end (4) extending out from the borehole,
- tightening members (5) provided at the outer end (4) of the drawbar for drawing the drawbar (2) outward relative to the borehole (1) in order to tighten the rock bolt in its place,
- a first cone member (6) substantially immovably connected to the drawbar (2) in the vicinity of the inner end (3) , including a first cone surface (7),
- an expansion member (8) including a first end (9) which is the end on the side of the inner end of the drawbar, a second end (10) is the end on the side of the outer end of the drawbar, and a first cone abutment surface (11) in the interior of the expansion member (8) in the vicinity of the first end (9) thereof, the first cone member (6) being provided in the interior of the first end (9) so that the first cone surface (7) abuts against the first cone abutment sur- face (11), the expansion member (8) being adapted to expand as the drawbar (2) is drawn outward by means of the tightening members (5) and the first cone member (6) is simultaneously moved relative to the expansion member (8) for expanding the expansion member and en- gaging the expansion member to the wall of the borehole (1), the expansion member (9) including an internal second cone abutment surface (12) in the interior of the expansion member in the vicinity of the second end (10) thereof;
- a second cone member (13) at least partially fitted in the interior of the second end (10) of the expansion member (8), the second cone member having a hole (14), through which the drawbar (2) is adapted to extend with a clearance, and a second cone surface (15) tapering inward relative to the expansion member and abutting against the second cone abutment surface (12) of the expansion member, and
- an elongated pushing member (16) having a first end (17) bearing on the tightening members (5) and a second end (18) bearing against the second cone member (13) on the opposite side relative to the expansion member (8) so that, as the drawbar (2) is tightened by the tightening means (5), the pushing member simultaneously pushes the second cone member (13) to the interior of the expansion member (8) for expanding the expansion member and engaging the expansion member to the wall of the borehole, the second pushing member (16) being a tube (1.6) fitted around the drawbar (2), c h a r a c t e r i z e d in that the tube (16) includes a number of casting holes (24) provided for a substantial portion of the length of the tube (16) for allowing an injected binder (B) to flow between the space between the tube (16) and the wall of the borehole (1) and the internal casting space (23) of the tube.
2. The rock bolt according to claim 1, c h a r a c t e r i z e d in that the inner end (3) of the drawbar (2) includes an external thread (19); and that the first cone member (6) includes an internal thread (20) screwed onto the external thread (19) of the drawbar.
3. The rock bolt according to claim 1 or 2, c h a r a c t e r i z e d in that the outer end (4) of the drawbar (2) includes a second external thread (21) ; and that the tightening members (5) include a tightening nut (22) screwed onto the second external thread (21) .
4. The rock bolt according to any one of claims 1 to
3, cha rac t e r i z ed in that the drawbar (2) is a reinforcement steel bar.
5. The rock bolt according to any one of claims 1 to
4, charac ter i z ed in that the tightening members (5) include a support plate (25) for supporting the outer end of the rock bolt against the surface of the rock around the borehole (1), the support plate having a center hole (26) and an injection hole (27) spaced apart from the center hole for the purpose of injecting the binder (B) .
6. The rock bolt according to any one of claims 1 to
5, characte r i zed in that the tightening members (5) include a centering member (28) provided at the outer end (4) of the drawbar (2) and adapted to bear on the edge of the center hole (27) of the sup- port plate (25) .
7. The rock bolt according to claim 6, charac te r i z ed in that the centering member (28) includes
- an inner end (29) ,
- an outer end (30)
- a central hole (31) extending between the outer end (29) and the inner end (30), through which hole (31) the outer end (4) of the drawbar (2) provid- ed with the second external thread (21) is adapted to extend, the diameter of the hole (31) being greater than the outside diameter of the second external thread (21),
- a lateral cone surface (32) tapering toward the inner end (29), the lateral cone surface bearing on the edge of the center hole (26) of the support plate (25) .
8. The rock bolt according to claim 6 or 7, char - acte r i ze d in that the centering member (28) includes an air exhaust and check hole (33) extending between the outer end (30) and the inner end (29) and allowing air removal as the binder (B) is injected and checking of the sufficiency of the binder.
9. The rock bolt according to. claim 7 or 8, cha r acte r i zed in that the tightening nut (22) is screwed onto the second external thread (21) against the outer end (30) of the centering member (28) .
PCT/FI2012/050128 2011-02-24 2012-02-09 Rock bolt WO2012113976A1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
AU2012220457A AU2012220457B2 (en) 2011-02-24 2012-02-09 Rock bolt
US13/985,745 US8998541B2 (en) 2011-02-24 2012-02-09 Rock bolt
EP12750201.1A EP2678528A4 (en) 2011-02-24 2012-02-09 Rock bolt

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI20115182 2011-02-24
FI20115182A FI124908B (en) 2011-02-24 2011-02-24 rock bolt

Publications (1)

Publication Number Publication Date
WO2012113976A1 true WO2012113976A1 (en) 2012-08-30

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ID=43629854

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Application Number Title Priority Date Filing Date
PCT/FI2012/050128 WO2012113976A1 (en) 2011-02-24 2012-02-09 Rock bolt

Country Status (5)

Country Link
US (1) US8998541B2 (en)
EP (1) EP2678528A4 (en)
AU (1) AU2012220457B2 (en)
FI (1) FI124908B (en)
WO (1) WO2012113976A1 (en)

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CN109026101A (en) * 2018-09-13 2018-12-18 于守东 A kind of mining anchor dispensing device and its application method
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EP3477125A1 (en) * 2017-10-25 2019-05-01 HILTI Aktiengesellschaft Expansion anchor with sleeve abutment walls
CN110230511B (en) * 2019-06-21 2020-10-09 安徽理工大学 Anchor grouting device capable of exhausting gas for common anchor rod and using method thereof
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CN103790913A (en) * 2012-10-26 2014-05-14 日新钢管株式会社 Locking bolt
RU2651681C2 (en) * 2012-12-10 2018-04-23 Суомен Металлитиё Ой Rock anchor bolt
EP2929146A4 (en) * 2012-12-10 2016-10-26 Suomen Metallityö Oy Rock anchor bolt
CN108301857A (en) * 2012-12-10 2018-07-20 索曼梅塔利托公司 Rock anchor
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CN106715831A (en) * 2014-09-25 2017-05-24 北方采矿产品公司 Rock bolt to be embedded in a fixing material, in a bore hole
CN104674787A (en) * 2015-02-10 2015-06-03 成都绿迪科技有限公司 Grouting foundation structure
US10344593B2 (en) * 2015-06-23 2019-07-09 Ncm Innovations (Pty) Ltd. Grout delivery system
WO2016210456A3 (en) * 2015-06-23 2017-08-31 Ncm Innovations (Pty) Ltd Grout delivery system
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IT201800002456A1 (en) * 2018-02-07 2019-08-07 Thur Srl EXTENDED ELEMENT FOR CONNECTION FOR ANCHORAGES AND PROCEDURE FOR THE CONSTRUCTION AND INSTALLATION OF AN ELONGATED ELEMENT FOR CONNECTION FOR ANCHORAGES.
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CN109026101A (en) * 2018-09-13 2018-12-18 于守东 A kind of mining anchor dispensing device and its application method

Also Published As

Publication number Publication date
FI124908B (en) 2015-03-13
FI20115182L (en) 2012-08-25
US20140037388A1 (en) 2014-02-06
US8998541B2 (en) 2015-04-07
FI20115182A (en) 2012-08-25
EP2678528A4 (en) 2018-01-10
AU2012220457B2 (en) 2017-05-04
FI20115182A0 (en) 2011-02-24
EP2678528A1 (en) 2014-01-01
AU2012220457A1 (en) 2013-09-19

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