EP3530878B1 - Aufpralldämpfer für gebirgsanker - Google Patents

Aufpralldämpfer für gebirgsanker Download PDF

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Publication number
EP3530878B1
EP3530878B1 EP18158247.9A EP18158247A EP3530878B1 EP 3530878 B1 EP3530878 B1 EP 3530878B1 EP 18158247 A EP18158247 A EP 18158247A EP 3530878 B1 EP3530878 B1 EP 3530878B1
Authority
EP
European Patent Office
Prior art keywords
rock bolt
anchor
drilling
drill hole
shell
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.)
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Application number
EP18158247.9A
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English (en)
French (fr)
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EP3530878A1 (de
EP3530878C0 (de
Inventor
Mr. Mauri ESKO
Mr. Maunu MÄNTTÄRI
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.)
Sandvik Mining and Construction Oy
Original Assignee
Sandvik Mining and Construction 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 Sandvik Mining and Construction Oy filed Critical Sandvik Mining and Construction Oy
Priority to EP18158247.9A priority Critical patent/EP3530878B1/de
Priority to AU2018410544A priority patent/AU2018410544B2/en
Priority to PCT/EP2018/083462 priority patent/WO2019161956A1/en
Publication of EP3530878A1 publication Critical patent/EP3530878A1/de
Application granted granted Critical
Publication of EP3530878B1 publication Critical patent/EP3530878B1/de
Publication of EP3530878C0 publication Critical patent/EP3530878C0/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E21D21/0026—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
    • 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
    • E21D21/0053—Anchoring-bolts in the form of lost drilling rods

Definitions

  • the present invention relates to a rock bolt and more particularly an impact absorber for such a rock bolt.
  • rock bolts Different types are known. Typically, a drill hole is first drilled with a rock drill and then a rock bolt is inserted in the drill hole. In such solutions, more work phases are needed and the alignment has to be made separately for the rock drill and the rock bolt. Also some self-drilling rock bolts are known. However, in such solutions the rock bolt is typically anchored in the drill hole by resin or other chemical substance that takes time to harden, which slows down the drilling and enforcing process.
  • An object of the present solution is to provide a new rock bolt for drilling a drill hole in material to be drilled, such as a rock material, using a percussive rock drill and reinforcing the material surrounding the drill hole.
  • the objects of the solution are achieved by a rock bolt that is characterized by what is stated in the independent claim.
  • the solution is based on the idea of providing a self-drilling rock bolt comprising an anchor element that mechanically anchors the rock bolt in the drill hole and an impact absorber that dampens the impact from the percussive drilling.
  • This is very beneficial, because no separate drilling tool is needed, the rock bolt is immediately anchored in the drill hole, both of which save time in the process as unnecessary work phases and waiting times can be avoided, and the self-drilling rock bolt is suitable for use with standard rock drilling equipment without specific requirements for the shank, for example.
  • Figure 1 illustrates schematically a rock bolt for reinforcing material surrounding a drill hole, such as rock material.
  • Figure 2 illustrates schematically another kind of a rock bolt in a drill hole.
  • the rock bolt embodiments of Figure 1 and Figure 2 are for schematically illustrating the principles of rock bolts, more particularly self-drilling rock bolts, only.
  • the impact absorber described in this description is suitable for other types of self-drilling rock bolts as well and, thus, the use of the impact absorber is not limited to these particular embodiments of rock bolts.
  • the rock bolts 1 in the embodiments of Figures 1 and 2 comprise a self-drilling rock bolt.
  • a self-drilling rock bolt 1 can be used for drilling a drill hole 2 in a material to be drilled 3, such as a rock material, and/or reinforcing the material surrounding the drill hole 2.
  • a percussive and/or rotative rock drill (not shown) can be utilised to enable the drilling of the drill hole. More particularly, the rock drill may be used to provide the impact and the rotation needed for the drilling.
  • the rock bolt 1 comprise drilling means 4 for drilling a drill hole in a material to be drilled at a drilling end 7 of the rock bolt.
  • the rock bolt 1 thus is a self-drilling rock bolt.
  • the drilling means 4 are shown schematically only, but different types of drilling means, such as different types of drill bits, are generally known in the art and are not described here in more detail.
  • the rock bolt 1 comprise a rock bolt body 5 for bolting the drill hole 2. This can also be used to reinforce the material surrounding the drill hole 2, such as the rock material.
  • the rock bolt 1 may comprise a connecting end 8 at the end of the rock bolt 1 opposite to the drilling end 7.
  • the connecting end may be provided at the end of the rock bolt 1 facing towards the mining machine (not shown), when the rock bolt 1 is assembled in a use position in the mining machine.
  • the rock bolt 1 further comprise an end anchor element 9 provided at the drilling end 7 of the rock bolt.
  • the end anchor element 9 is arranged to engage with the material of the drill hole 2 walls to anchor the rock bolt 1 in the drill hole.
  • the end anchor element 9 may comprise an anchor shell 10 mounted on the rock bolt body 5 and provided with anchor means for engaging with the material of the drill hole 2 walls.
  • the anchor means may be arranged to protrude from the rock bolt body 5 at least when a force pulling the rock bolt 1 backwards and away from the bottom of the drill hole 2 is applied to the rock bolt, such that a drilling motion of the rock bolt directed forward towards the bottom of the drill hole forces the anchor means towards the longitudinal axis B of the end anchor element 9. Stopping of the forward drilling motion or moving the rock bolt 1 in a direction opposite to direction A of the forward drilling motion may enable the anchor means to be pushed outward from the longitudinal axis B of the end anchor element.
  • the anchor means may engage with the material of the drill hole walls to anchor the end anchor element 9 in its place in the drill hole 2 and to prohibit pulling of the rock bolt 1 out from the drill hole 2.
  • the diameter of the end anchor element 9 may be arranged to increase at least at one point of the end anchor element 9 in response to the ending of a force applied to the rock bolt 1 to push the rock bolt 1 towards the material to be drilled, in other words towards the bottom of the drill hole, and/or in response to starting of a force pulling the rock bolt 1 outwards from the drill hole 2.
  • the anchor means may comprise an anchor member 11.
  • the end anchor element may comprise activating means.
  • the activating means may comprise means for enabling the anchor means to be pushed outward from the longitudinal axis B of the end anchor element and to engage with the material to be drilled 3, such as rock material, of the drill hole walls to anchor the end anchor element 9 in its place in the drill hole 2 and to prohibit pulling the rock bolt 1 out from the drill hole 1.
  • the activating means may comprise an activating member 12.
  • the anchor shell 10 may comprise two separate wedge-like parts.
  • the anchor shell 10 may be formed of two anchor shell halves 10a, 10b.
  • the anchor shell halves 10a, 10b may be arranged against one another to form a cylindrical anchor shell, such that the contact surface 19 between the anchor shell halves 10a, 10b extends in an angled manner when compared to the longitudinal axis B of the end anchor element.
  • the contact surface 19 may extend between opposite sides of the outer edge of the anchor shell 10 and between opposite ends of the anchor shell 10, namely the end directed towards the drilling end 7 and the end directed towards the connecting end 8, in the direction of longitudinal axis B of the end anchor element 9.
  • the anchor means may comprise the two halves 10a, 10b of the anchor shell instead of or in addition to an anchor member 11.
  • the anchor shell halves 10a, 10b may be arranged at least partly adjacent to one another in the longitudinal direction B of the end anchor element.
  • the anchor means may be pushed outward from the longitudinal axis B of the end anchor element and to engage with the material to be drilled 3, such as the rock material, of the drill hole walls by enabling the anchor shell half closer to the bottom of the drill hole, in other words a second anchor shell half 10b, to slide partly on top of the other anchor shell half, in other words a first anchor shell half 10a, whereby the diameter C of the anchor shell is increased.
  • the cross section of the anchor shell 10 may be formed in such a way that it allows flushing media to flow pass the anchor shell 10 in the drill hole 2.
  • the cross section of the anchor shell 10 may be smaller than the diameter of the drill hole 2 in at least one direction, such that the flushing media may flow between the anchor shell 10 and the wall(s) of the drill hole 2.
  • the cross section of the anchor shell 10 may be formed as an ellipse or some other non-rotational symmetric form. This may enhance the flushing, for example, as the diameter of the anchor shell with the anchor shell halves arranged against one another should be quite close to the diameter of the drill hole and, therefore, effective flushing is harder to be arranged with a round cross section, for example.
  • the anchor shell halves 10a, 10b may be formed to provide a cavity 22 extending in the longitudinal direction of the end anchor element inside the anchor shell 10.
  • the rock bolt body 5 may be arranged inside the anchor shell 10 formed by the anchor shell halves 10a, 10b.
  • the activating member 12 may comprise a spring arranged to affect at least one of the anchor shell halves 10a, 10b.
  • the spring may be arranged to continuously push the first anchor shell half 10a arranged at the outer end of the end anchor element 9, that is the end directed away from the bottom of the drill hole 2 and towards the outside of the drill hole 2, forward towards the second anchor shell half 10b.
  • the first anchor shell half 10a may comprise the anchor shell half further away from the drilling means 4.
  • the activating member 12, such as the spring, may, thus, be arranged to tend to increase the diameter C of the anchor shell 10, in other words the diameter of the pair of anchor shell halves 10a, 10b, to engage with material to be drilled 3, such as the rock material, of the drill hole walls to anchor the end anchor element 9 in its place in the drill hole 2 and to prohibit pulling the rock bolt 1 out from the drill hole 2.
  • the rock bolt 1 comprises a self-drilling rock bolt and an end anchor element 9 provided at the drilling end 7 of the rock bolt.
  • the end anchor element 9 may comprise an anchor shell 10 mounted on the rock bolt body 5.
  • the anchor shell 10 may be provided with anchor means for engaging with the material of the drill hole walls.
  • the rock bolt 1 may further comprise an impact absorber 26 arranged between the rock bolt body 5 and the end anchor element 9 to dampen the impact from percussive drilling.
  • the impact absorber may be arranged to dampen the impact from the percussive drilling between the rock bolt body 5 and the anchor shell 10.
  • the impact absorber 26 may be arranged to prevent direct impact between the rock bolt body 5 and the anchor shell 10 at the drilling end of the rock bolt 1.
  • the impact absorber 26 may be provided at the drilling end 7 of the rock bolt body for dampening the impact from percussive drilling.
  • the impact absorber 26 may be provided in the end anchor element 9.
  • the impact absorber 26 may comprise an impact sleeve forming an impact shoulder of the rock bolt body 5 acting as a counterpart for the end anchor element 9, for instance more particularly for the anchor shell 10.
  • drilling means are provided at the end anchor element 9 at the drilling end of the rock bolt 1.
  • the rock bolt 1 is preferably provided as a self-drilling rock bolt comprising drilling means.
  • the end anchor element 9 further comprises retention means for keeping the anchor shell halves from sliding on top of one another during drilling.
  • the retention means may comprise a flange 24 arranged at the end of the second anchor half 10b directed towards the bottom of the drill hole and, as a counterpart for the flange, a shoulder 25 arranged at the rock bolt body at the drill bit end of the rock bolt body.
  • An embodiment of such a rock bolt 1 is shown in Figure 5 , wherein the flange 24 and the shoulder 25 are provided in the area of the section A.
  • Figure 6 illustrates the detail of the section A of the rock bolt of Figure 5 in more detail by providing an enlarged view of the section A.
  • An impact absorber 26, such as an impact sleeve, is arranged at the drilling end of the rock bolt body 5 to dampen the impact from percussive drilling. This prevents wearing of the shoulder 25.
  • the impact absorber 26, such as the impact sleeve thus, forms an impact shoulder of the rock bolt body. In such an embodiment this impact shoulder may, thus, form the shoulder 25 acting as a counterpart for the flange 24 of the retention means. In other words in such an embodiment, the shoulder 25 may be formed in the impact absorber 26 instead of the rock bolt body 5.
  • the impact absorber 26 is formed of a material that is less hard than the rock bolt body 5 and/or end anchor element 9, such as the anchor shell 10, for instance the anchor shell halves 10a, 10b.
  • the impact absorber is formed of a material more easily deformed or deformed by less power than the material of the rock bolt body and/or the anchor shell.
  • the impact absorber might be for instance formed of copper. Thereby, the impact absorber may, prevent percussive stress waves from destroying the contact surfaces of the rock bolt body and the anchor shell, such as the flange 24 of the second anchor half 10b.
  • the impact absorber may comprise a spring-like structure in addition to an impact sleeve.
  • the structure of the impact absorber 26 may dampen the impact from percussive drilling in addition to the selected material of the impact absorber as explained in connection with the impact sleeve.
  • the end anchor element 9 may further comprise a starter ring 20 or some other type of a binding structure arranged around the anchor shell halves 10a, 10b or at least partly surrounding the anchor shell halves 10a, 10b to keep the anchor shell halves against one another before entering the drill hole.
  • the binding structure such as the starter ring 20, may be arranged to disengage from the anchor shell halves when the anchor shell 10 enters the drill hole. This may be implemented for instance by welding the binding structure, such as the starter ring 20, or mounting binding structure, such as the starter ring 20, to at least one of the anchor shell halves 10a, 10b in a releasable manner, such that the force of the anchor shell 10 entering the drill hole is sufficient for disengaging the binding structure from the anchor shell 10.
  • the anchor means may further comprise at least one protruding member 23 arranged on the first anchor shell half 10a closer to the connecting end 8 to engage with the drill hole wall to enhance said sliding of the anchor shell halves 10a, 10b on top of one another.
  • the protruding member 23 may comprise a wing-like protrusion arranged in the first anchor shell half 10a. The protruding member 23 may be arranged to provide more initial pull-out resistance for the end anchor element 9 when compared to a smooth anchor shell 10 comprising two anchor shell halves 10a, 10b.
  • the anchor means may comprise a mechanically activated anchor member 11.
  • the activating member 12 may be arranged to mechanically activate the anchor member 11 to protrude from the anchor shell 10, such that a motion of the rock bolt 1 directed forward towards the bottom of the drill hole, such as a drilling motion, forces the anchor member 11 backwards with respect to direction of the motion of the rock bolt 1 and towards the longitudinal axis of the end anchor element 9.
  • This motion directed forward towards the bottom of the drill hole 2 also called forward motion or forward drilling motion, is shown in Figure 2 by an arrow A.
  • stopping of the forward motion or moving the rock bolt 1 in a direction opposite to the direction A of the forward motion may enable the anchor member 11 to be pushed forward and outward to engage with the material of the drill hole 2 walls to anchor the end anchor element 9 in its place in the drill hole 2 and to prohibit pulling the rock bolt 1 out from the drill hole.
  • the drilling means 4 may be provided at the end anchor element 9 at the drilling end 7 of the rock bolt 1.
  • At least one flushing channel 6 may be provided in the rock bolt 1 for guiding flushing fluid into the drill hole 2.
  • the one or more flushing channels 6 of the rock bolt body 5 may also extend to the end anchor element 9, such that the flushing fluid can be provided in the drill hole 2.
  • several flushing channels 6 may be provided in the rock bolt 1.
  • at least one flushing channel 6 extends through the rock bolt body 5 and the end anchor element 9 and through the drilling end 7 of the rock bolt 1, such that flushing fluid can be directed to the bottom of the drill hole 2.
  • the drilling means 4 may be formed as a fixed part of the anchor shell 10. In other words, the drilling means 4 may be fixedly arranged to the anchor shell 10. According to another embodiment, the drilling means 4 may be formed as a fixed part of the rock bolt body 5. According to a further embodiment, the drilling means 4 may be attached detachably to the anchor shell 10 and/or the rock bolt body 5.
  • the anchor member 11 may comprise a wedge-like shape such that the cross-section of the drilling end 7 side end of the anchor member 11 is smaller than the cross-section of the connecting end 8 side end of the anchor member 11.
  • the cross-section of the anchor member 11 may comprise a rectangular shape on the side of the anchor shell 10 and rounded on the outer edge to align with the outer shape of the anchor shell 10.
  • the anchor member 11 may be formed such that the anchor member 11 can be arranged to the anchor shell 10 in such a manner that the anchor member 11 and the anchor shell 10 form a continuous shape without protrusions.
  • the anchor member 11 may comprise a round shape.
  • the anchor member 11 may be mechanically activated by an activating member 12, such that the activating member 12 is arranged to push the anchor member 11 to protrude from the anchor shell 10 when no external forces act on the end anchor element 9, such as when the rock bolt 1 is not moved forward in the drill hole 2. It is clear for a person skilled in the art that the same applies to situations where the mechanical activating force pushing the anchor member 11 to protrude from the anchor shell 10 is higher than the external force pushing it inwards and backwards, but in such a situation the force with which the anchor member 11 engages with the walls of the drill hole 2 is smaller. This also applies for the other embodiments described in this document and accompanying drawings and claims.
  • the activating member 12 may comprise a spring member mounted between the anchor shell 10 and the anchor member 11 in an angled manner, such that the spring member is arranged to push the anchor member to protrude from the anchor shell when no external forces act on the end anchor element 9.
  • the rock bolt 1 when the rock bolt 1 is pushed in a forward motion inwards in the drill hole 2, the movement and the drill hole walls apply to the rock bolt 1 and the anchor member 11 a force working against the springback factor of the spring member and pushing the anchor member 11 inwards and backwards into its place in the anchor shell 10.
  • no external force working against the springback factor of the spring member pushes the anchor member 11 inwards and backwards. This results in the anchor member 11 protruding from the anchor shell 10 and engaging with the walls of the drill hole 2.
  • An example of such an embodiment is shown in more detail in Figure 3 .
  • the anchor member 11 may be activated by some other means, such as hydraulically by using flushing water channel directed to the rear end of the anchor member 11 and thus creating a forward force which pushes the anchor member 11 into the contact of the rock wall.
  • the water may be led to an anchor-shell-side surface of the anchor member 11.
  • the working principle of the anchor member 11, the anchor shell 10 and the activating member 12 may be similar to the spring member embodiment, but instead of the spring member, the activating member 12 may comprise means for providing pressurized water to an anchor-shell-side surface of the anchor member 11 to provide the force pushing the anchor member 11 forwards and outwards from the anchor shell 10.
  • Figures 4a, 4b and 4c illustrate details of other embodiments of the rock bolt 1.
  • Figures 4a, 4b and 4c illustrate a detail of two embodiments of the rock bolt 1, wherein the anchor shell 10 and the anchor member 11 may be provided with guiding means 13a, 13b for guiding the direction of the mechanically activated movement of the anchor member 11 with respect to the anchor shell 10.
  • Figure 4a illustrates an example of such an embodiment from a side of the rock bolt 1
  • Figures 4b and 4c illustrate a detail of a cross section of two different alternative embodiments of the guiding means 13a, 13b.
  • the guiding means may comprise a groove 13a provided in one of the anchor shell 10 and the anchor member 11 and a protrusion 13b fitting in the groove 13a provided in the other.
  • the groove 13a and the protrusion 13b may extend in the direction of the outward movement of the anchor member 11 to guide its movement. This way it can be ensured that the anchor member 11 moves in the predetermined direction with respect to the anchor shell 10 to engage with the walls of the drill hole 2 in an optimal manner.
  • the groove 13a and the protrusion 13b have a rectangular cross-section and, in the Figure 4c , the groove 13a and the protrusion 13b have a dovetail-shape cross-section.
  • the groove 13a and the protrusion 13b may also have a cross-section of another shape, such as rounded or half-circle-shaped.
  • the dovetail-shaped joint of Figure 4c has the benefit that it guides the direction of movement of the anchor member 11 in two linear directions.
  • a rectangular or rounded joint does not limit the movement of the anchor member 11 in the radial direction of the end anchor element 9, in other words in the direction away from the longitudinal axis B of the end anchor element 9.
  • the drill hole 2 usually restricts the movement of the anchor member 11 in this direction during drilling.
  • the end anchor element 9 may be arranged to the rock bolt body 5 by thread (not shown) or by some other detachable manner.
  • the end anchor element may be mounted to the rock bolt body 5 in a removable manner.
  • the end anchor element 9 may be arranged to the rock bolt body 5 fixedly, for instance by welding.
  • a sliding surface 14 may be formed between the anchor shell 10 and the anchor member 11.
  • the friction coefficient of this sliding surface 14 may be smaller than that of the rest of the surfaces of the anchor shell 10 and the anchor member 11, for example. Thereby, the friction between the anchor shell 10 and the anchor member 11 can be decreased to enhance the movement of the anchor member 11 both inwards and outwards with respect to the anchor shell 10.
  • such a sliding surface may be formed between the first anchor shell half 10a and the second anchor shell half 10b.
  • the outer surface of the anchor member 11 is formed to be smooth, for instance substantially equally smooth as the outer surface of the anchor shell 10.
  • the friction between the outer surface of the anchor member 11 and the material to be drilled, such as the rock material, may be substantially equal to the friction between the anchor shell 10 and the material to be drilled.
  • the outer surface of the anchor member 11 refers to the surface of the anchor member 11 directed outwards from the anchor shell 10 and towards the wall of the drill hole 2 to engage with the wall. This may enable a smooth movement of the anchor member 11 and the anchor shell 10 during drilling.
  • the outer surface of the anchor member 11 is roughened such that the friction between the outer surface of the anchor member 11 and the material to be drilled, such as the rock material, is higher than the friction between the anchor shell 10 and the material to be drilled at least when the rock bolt is moved in the direction opposite to the forward motion, such as the drilling motion, of the rock bolt 1.
  • the outer surface of the anchor member 11 may be roughened in such a manner that the friction between the anchor member 11 and the material to be drilled is higher than the friction between the anchor shell 10 and the material to be drilled at least when the drill hole 2 has been drilled and the rock bolt 1 is pulled backwards to anchor the rock bolt 1 in the drill hole.
  • the friction between the anchor member 11 and the material to be drilled may be higher while the rock bolt 1 is pulled backwards than when the rock bolt 1 is pushed inwards to the drill hole 2. This decreases the friction when the rock bolt 1 is moved into the drill hole 2 for instance during drill, while a sufficient friction for anchoring the rock bolt 1 in the drill hole 2 can be provided when the movement is stopped and/or the rock bolt 1 is pulled outwards.
  • the rock bolt 1 may comprise at the connecting end 8 an impact part 15 for receiving impacts from the rock drill.
  • the impact part may comprise a flat end surface 16 facing towards the rock drill.
  • the impact part 15 may comprise a circular cross-section.
  • the impact part 15 may comprise a polygonal, such as a rectangular or hexagonal, cross-section.
  • the rock bolt 1 may comprise at the connecting end 8 a rotating part 17 provided adjacent to the impact part 15 for transmitting the rotation provided by the rock drill to the rock bolt 1.
  • the rock bolt 1 can be used for rotative drilling.
  • the rock bolt 1 can, thus, be used in connection with percussive and/or rotative drilling.
  • the rotating part 17 may comprise a polygonal cross-section, such as a hexagonal cross-section.
  • An embodiment of a rock bolt 1 comprising such a rotating part 17 is shown schematically in Figure 2 .
  • the rotating part 17 may comprise other type of a cross-section enabling transmitting of the rotation provided by the rock drill to the rock bolt 1, such as a cross-section comprising a groove or protrusion interlocking with the rock drill.
  • the rock bolt 1 may comprise a stopper section (not shown) and the rotating part 17 may comprise a nut mountable to the rock bolt body 5 by a thread (not shown).
  • the handedness of the thread may be selected such that the thread opens in a direction opposite to that of the direction of rotation of the drilling of the rock drill, such that the rock bolt 1 anchored in the drill hole 2 by the anchor member 11 can be tensioned by rotating the rock drill in a direction opposite to the direction of rotation of the drilling.
  • the stopper section of the bolt may then deliver the needed rotation torque to the rock bolt and prevent the nut from being screwed off.
  • the rock bolt 1 can be end anchored with the self-drilling rock bolt and specifically by the end anchor element.
  • the rock bolt may then be tensioned by rotating the shank clockwise driving the nut against the rock and tension it.
  • the rock bolt may further be grouted with resin or cement through the shank.
  • the rotating part 17 may comprise a right-handed thread and during drilling the rock bolt 1 may be turned counterclockwise. Thus, the rotating part 17 does not open during drilling, but the rotating part 17 transfers the rotating motion of the rock drill to the rock bolt 1.
  • the rock bolt 1 is provided with an end plate 18. Then, the rock bolt 1 can be tensioned, in other words pretensioned, in the drill hole 2 by turning the rock bolt in clockwise as is explained in more detail in connection with the method.
  • the rotating part 17 may comprise a left-handed thread and during drilling the rock bolt 1 may be turned clockwise.
  • the rock bolt 1 may then be provided with an end plate 18 and the rock bolt 1 can be tensioned in the drill hole 2 by turning the rock bolt in counterclockwise as is explained in more detail in connection with the method.
  • Figure 9 illustrates a method for drilling a drill hole 2 in material to be drilled, such as a rock material, and reinforcing the material, such as the rock material, surrounding the drill hole 2 by a self-drilling rock bolt 1.
  • a percussive and/or rotative rock drill may be used in the drilling and reinforcing.
  • the rock bolt 1 may comprise a rock bolt 1 as described in the embodiments of this description.
  • the method comprise drilling 901 a drill hole 2 in a material to be drilled, such as a rock material, by drilling means 4 provided at a drilling end 7 of the rock bolt 1.
  • the method also comprise bolting 902 the drill hole 2 by a rock bolt body 5 of the rock bolt 1.
  • the method further comprise anchoring 904 an end anchor element 9 of the rock bolt 1 in its place in the drill hole 2 and prohibiting 905 by the end anchor element 9 pulling the rock bolt 1 out from the drill hole 2.
  • the method may further comprise guiding 903 flushing fluid into the drill hole 2 by at least one flushing channel 6 provided in the body of the rock bolt.
  • the end anchor element 9 may be provided at the drilling end 7 of the rock bolt 1 and comprise an anchor shell 10 mounted on the rock bolt body 5 and provided with an anchor means for engaging with the material of the drill hole 2 walls.
  • the anchor means may be arranged to protrude from the rock bolt body at least when a force pulling the rock bolt backwards and away from the bottom of the drill hole is applied to the rock bolt, such that a drilling motion of the rock bolt 1 directed forward towards the bottom of the drill hole 2 forces the anchor means towards the longitudinal axis B of the end anchor element 9, whereas stopping of the forward drilling motion or moving the rock bolt 1 in a direction opposite to the forward drilling motion may enable the anchor means to be pushed outward from the longitudinal axis of the end anchor element and to engage with the material of the drill hole 2 walls for anchoring the rock bolt 1 in its place in the drill hole 2.
  • the drilling means 4 may be provided at the end anchor element at the drilling end of the rock bolt.
  • the method may further comprise providing the impact for the drilling of the drill hole 2 by receiving by an impact part 15 provided at the connecting end 8 of the rock bolt 1 and comprising a flat end surface 16 facing towards the rock drill impacts from the rock drill.
  • the method may also comprise providing the rotation for the drilling of the drill hole 2 by transmitting the rotation produced by the rock drill to the rock bolt 1 by a rotating part 17 provided adjacent to the impact part 15
  • the impact part 15 may comprise a polygonal cross-section, such as a hexagonal cross-section.
  • the rock bolt may comprise a stopper section 27 and the rotating part 17 may comprise a nut mountable to the rock bolt body 5 by a thread (not shown) and wherein the handedness of the thread is selected such that the thread opens in a direction opposite to that of the direction of rotation of the drilling of the rock drill, such that the rock bolt 1 anchored in the drill hole by the anchor member 11 can be tensioned by rotating the rock drill in a direction opposite to the direction of rotation of the drilling.
  • the method may also comprise providing the needed rotation torque for the drilling of the drill hole 2 by the stopper section preventing the nut from being screwed out while transmitting the rotation provided by the rock drill to the rock bolt 1 by the rock drill and the rotating part 17.
  • the method may further comprise providing an end plate 18 outside the drill hole 2 and against the material to be drilled and engaging with the surface of the material to be drilled, and tensioning the rock bolt 1 by rotating the rock drill in a direction of rotation opposite to that used for drilling the drill hole after anchoring the end anchor in its place in the drill hole 2. Thereby, the end plate 18 and the nut are tensioned against the surface of the material to be drilled.
  • the method may further comprise feeding grout through the flushing channel into the drill hole 2 and/or into rock mass fissures after the anchor member and the anchor shell have anchored the rock bolt into the drill hole and after the rock bolt has been tensioned.
  • the grout may comprise cement or resin.
  • a type of resin that is slow to harden can be used as the rock bolt 1 is anchored in the drill hole 2 by the anchor element 11 and not the resin. This makes it easier to manage the injecting of the resin and cleaning up the equipment used for injecting the resin before the resin hardens.

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  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Piles And Underground Anchors (AREA)
  • Earth Drilling (AREA)

Claims (14)

  1. Selbstbohrender Gesteinsanker (1) zum Bohren eines Bohrlochs (2) in einem zu bohrenden Material (3) unter Verwendung eines Gestein-Schlagbohrers und Verstärken des Materials, das das Bohrloch umgibt, wobei der Gesteinsanker Folgendes umfasst
    Bohrmittel (4) zum Bohren eines Bohrlochs in einem zu bohrenden Material an einem Bohrende (7) des Gesteinsankers, und
    einen Gesteinsankerkörper (5) zum Verschrauben des Bohrlochs,
    und
    ein Endverankerungselement (9), das an dem Bohrende des Gesteinsankers bereitgestellt ist, das mit einem Verankerungsmittel zum Eingreifen in das Material der Bohrlochwände bereitgestellt ist,
    dadurch gekennzeichnet, dass der Gesteinsanker weiter einen Aufpralldämpfer (26) umfasst, der zwischen dem Gesteinsankerkörper und dem Endverankerungselement angeordnet ist, um den Aufprall des Schlagbohrens zu dämpfen,
    wobei der Aufpralldämpfer (26) aus einem Material gebildet ist, das weniger hart ist als der Gesteinsankerkörper (5) und/oder das Endverankerungselement (9).
  2. Selbstbohrender Gesteinsanker (1) nach Anspruch 1, wobei das Endverankerungselement (9) eine Verankerungsschale (10) umfasst, die auf dem Gesteinsankerkörper montiert ist.
  3. Selbstbohrender Gesteinsanker (1) nach Anspruch 1 oder 2, wobei der Aufpralldämpfer (26) eine Schlaghülse umfasst, die eine Aufprallschulter des Gesteinsankerkörpers bildet, die als Gegenstück für das Endverankerungselement (9) wirkt.
  4. Selbstbohrender Gesteinsanker (1) nach Anspruch 2 oder 3, wobei das Verankerungsmittel zwei Hälften (10a, 10b) der Verankerungsschale umfasst, die als getrennte keilartige Teile gebildet sind und gegeneinander angeordnet sind, um eine zylinderförmige Verankerungsschale (10) so zu bilden, dass sich die Kontaktfläche (19) zwischen den Verankerungsschalenhälften (10a, 10b) im Vergleich zu der Längsachse des Endverankerungselements (9) auf abgewinkelte Weise zwischen der Außenkante der Verankerungsschale an einer Seite an einem Ende der Verankerungsschale und der Außenkante der Verankerungsschale an der gegenüberliegenden Seite des anderen Endes der Verankerungsschale so erstreckt, dass das Verankerungsmittel von der Längsachse des Endverankerungselements nach außen gedrückt werden kann und in das Material der Wände des Bohrlochs (2) eingreift, indem es ermöglicht wird, dass die Verankerungsschalenhälfte (10b), die näher am Boden des Bohrlochs ist, teilweise über die andere Verankerungsschalenhälfte (10a) gleitet, wodurch der Durchmesser der Verankerungsschale vergrößert wird.
  5. Selbstbohrender Gesteinsanker (1) nach Anspruch 4, wobei der selbstbohrende Gesteinsanker weiter Rückhaltemittel umfasst, um zu verhindern, dass die Verankerungsschalenhälften (10a, 10b) während des Bohrens übereinander gleiten, umfassend einen Flansch (24), der an dem Ende der zweiten Verankerungshälfte (10b) zum Boden des Bohrlochs (2) hin gelenkt angeordnet ist, und als Gegenstück für den Flansch (24), eine Schulter (25), die an dem Gesteinsankerkörper (5) an dem Bohrspitzenende des Gesteinsankerkörpers angeordnet ist.
  6. Selbstbohrender Gesteinsanker (1) nach Anspruch 5,
    wobei der Aufpralldämpfer (26) eine Schlaghülse umfasst, die eine Aufprallschulter des Gesteinsankerkörpers (5) bildet, die als Gegenstück für den Flansch (24) des Rückhaltemittels wirkt.
  7. Selbstbohrender Gesteinsanker (1) nach einem der Ansprüche 1 bis 6,
    wobei das Verankerungsmittel angeordnet ist, um aus dem Gesteinsankerkörper (5) mindestens dann vorzustehen, wenn eine Kraft, die den Gesteinsanker nach hinten und von dem Boden des Bohrlochs (2) weg zieht, auf den Gesteinsanker so angewendet wird, dass eine Bohrbewegung des Gesteinsankers, die zum Boden des Bohrlochs hin nach vorne gelenkt ist, das Verankerungsmittel zu der Längsachse des Endverankerungselements (9) hin zwingt, während Beenden der Vorwärts-Bohrbewegung oder Bewegen des Gesteinsankers in eine Richtung entgegengesetzt zu der Vorwärts-Bohrbewegung es ermöglicht, dass das Verankerungsmittel von der Längsachse des Endverankerungselements nach außen gedrückt werden kann und in das Material der Bohrlochwände eingreift, um das Endverankerungselement in seiner Lage im Bohrloch zu verankern und Herausziehen des Gesteinsankers aus dem Bohrloch untersagt.
  8. Selbstbohrender Gesteinsanker (1) nach einem der Ansprüche 2, 4, 5 oder 6, wobei das Bohrmittel (4) als fester Teil der Verankerungsschale (10) gebildet ist.
  9. Selbstbohrender Gesteinsanker (1) nach einem der Ansprüche 2, 4, 5 oder 6, wobei der Querschnitt der Verankerungsschale (10) als Ellipse gebildet ist.
  10. Selbstbohrender Gesteinsanker (1) nach einem der Ansprüche 4 - 6, wobei das Endverankerungselement (9) weiter einen Starterring (20) umfasst, der um die Verankerungsschalenhälften (10a, 10b) angeordnet ist, um die Verankerungsschalenhälften gegeneinander zu halten, bevor sie in das Bohrloch (2) eintreten, und der angeordnet ist, um aus den Verankerungsschalenhälften auszurücken, wenn die Verankerungsschale (10) in das Bohrloch eintritt.
  11. Selbstbohrender Gesteinsanker (1) nach einem der Ansprüche 4 - 6, 10, wobei das Verankerungsmittel weiter mindestens ein vorstehendendes Element (23) umfasst, das auf der Verankerungsschalenhälfte (10b) angeordnet ist, die näher zum Boden des Bohrlochs (2) ist, um in die Bohrlochwand einzugreifen, um Gleiten der Verankerungsschalenhälften (10a, 10b) übereinander zu verbessern.
  12. Verfahren zum Bohren eines Bohrlochs (2) in einem zu bohrenden Material (3) und Verstärken das Materials, das das Bohrloch umgibt, durch einen selbstbohrenden Gesteinsanker (1) unter Verwendung eines Gestein-Schlagbohrers, wobei das Verfahren Folgendes umfasst:
    Bohren (901) eines Bohrlochs in einem zu bohrenden Material durch Bohrmittel (4), die an einem Bohrende (7) des Gesteinsankers bereitgestellt sind,
    Verschrauben (902) des Bohrlochs durch einen Gesteinsankerkörper (5) des Gesteinsankers, und
    Verankern (904) eines Endverankerungselements (9) des Gesteinsankers in seiner Lage im Bohrloch und durch das Endverankerungselement Untersagen (905) des Herausziehens des Gesteinsankers aus dem Bohrloch, dadurch gekennzeichnet, dass
    der selbstbohrende Gesteinsanker einen selbstbohrenden Gesteinsanker nach einem der Ansprüche 1- 11 umfasst.
  13. Verfahren nach Anspruch 12, wobei das Verfahren weiter Folgendes umfasst:
    Leiten (903) von Spülflüssigkeit in das Bohrloch (2) durch mindestens einen Spülkanal (6), der in dem Körper (5) des Gesteinsankers (1) bereitgestellt ist, und
    Zuführen von Vergussmasse durch den Spülkanal in das Bohrloch, nachdem ein Verankerungselement (11) und die Verankerungsschale (10) den Gesteinsanker in dem Bohrloch verankert haben, und nachdem der Gesteinsanker gespannt wurde.
  14. Verfahren nach Anspruch 13, wobei die Vergussmasse Zement oder Harz umfasst.
EP18158247.9A 2018-02-22 2018-02-22 Aufpralldämpfer für gebirgsanker Active EP3530878B1 (de)

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Application Number Priority Date Filing Date Title
EP18158247.9A EP3530878B1 (de) 2018-02-22 2018-02-22 Aufpralldämpfer für gebirgsanker
AU2018410544A AU2018410544B2 (en) 2018-02-22 2018-12-04 Impact absorber for rock bolt
PCT/EP2018/083462 WO2019161956A1 (en) 2018-02-22 2018-12-04 Impact absorber for rock bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP18158247.9A EP3530878B1 (de) 2018-02-22 2018-02-22 Aufpralldämpfer für gebirgsanker

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EP3530878B1 true EP3530878B1 (de) 2023-06-07
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20070012482A1 (en) * 2004-03-23 2007-01-18 Josef Mocivnik Method and device for producing pretensioned anchorings
US20090133933A1 (en) * 2005-05-27 2009-05-28 Walter Karpellus Method and device for drilling, particularly percussion or rotary percussion drilling, a hole in soil or rock material

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE526970C2 (sv) * 2003-11-13 2005-11-29 Atlas Copco Rock Drills Ab Självborrande bergbult
BRPI0618483A2 (pt) * 2005-11-09 2011-08-30 Sandvik Intellectual Property parafuso auto-perfurador para rocha
US20130121773A1 (en) * 2011-07-19 2013-05-16 Illinois Tool Works, Inc. Anchoring device

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20070012482A1 (en) * 2004-03-23 2007-01-18 Josef Mocivnik Method and device for producing pretensioned anchorings
US20090133933A1 (en) * 2005-05-27 2009-05-28 Walter Karpellus Method and device for drilling, particularly percussion or rotary percussion drilling, a hole in soil or rock material

Also Published As

Publication number Publication date
AU2018410544A1 (en) 2020-07-23
WO2019161956A1 (en) 2019-08-29
AU2018410544B2 (en) 2024-05-16
EP3530878A1 (de) 2019-08-28
EP3530878C0 (de) 2023-06-07

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