IMPACT ABSORBER FOR ROCK BOLT

Description

BACKGROUND

[0001] The present invention relates to a rock bolt and more particularly an impact absorber for such a rock bolt.

[0002] Different types of rock bolts 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.

[0003] Examples of methods and devices for drilling are found in US 2007/0012482 A1, which discloses the use of a drill bit for drilling a hole and subsequent tensioning of a jacket tube inside the hole and US 2009/0133933 A1, which discloses a drill bit and a drill rod assembly for drilling a borehole.

BRIEF DESCRIPTION

[0004] 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. Some embodiments of the invention are disclosed in the dependent claims.

[0005] 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.

[0006] Some other advantages of the solution are discussed in connection with the detailed description.

BRIEF DESCRIPTION OF THE DRAWINGS

[0007] In the following the invention will be described in greater detail by means of preferred embodiments with reference to the accompanying drawings, in which

Figure 1 illustrates a rock bolt;

Figure 2 illustrates schematically a rock bolt in a drill hole;

Figure 3 illustrates schematically a detail of an embodiment of the rock bolt in a drill hole;

Figures 4a, 4b and 4c illustrate details of other embodiments of the rock bolt;

Figure 5 illustrates an embodiment of a rock bolt;

Figure 6 illustrates a detail of the section A of the rock bolt of Figure 5;

Figure 7 illustrates a detail of the section B of the rock bolt of Figure 5;

Figure 8 illustrates a detail of the section C of the rock bolt of Figure 5;
and

Figure 9 illustrates a method for drilling a drill hole and reinforcing the material surrounding the drill hole by a self-drilling rock bolt.

DETAILED DESCRIPTION OF THE INVENTION

[0008] 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. It is clear for a person skilled in the art that 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.

[0009] The rock bolts 1 in the embodiments of Figures 1 and 2 comprise a self-drilling rock bolt. Such 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.

[0010] 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. In other words, the rock bolt 1 thus isa self-drilling rock bolt. Thereby, no separate drilling tool is needed and unnecessary work phases can be avoided as there is no need to remove the drilling tool from the drill hole and to insert a separate rock bolt to the drilled hole for reinforcing the drilled material. In the figures, 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.

[0011] 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.

[0012] The rock bolt 1 may comprise a connecting end 8 at the end of the rock bolt 1 opposite to the drilling end 7. In other words, 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.

[0013] 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.

[0014] According to an embodiment, 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. This may cause the anchor means to 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. In other words, 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. According to an embodiment, the anchor means may comprise an anchor member 11.

[0015] According to an embodiment, 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. According to an embodiment, the activating means may comprise an activating member 12.

[0016] According to an embodiment, the anchor shell 10 may comprise two separate wedge-like parts. In other words, 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.

[0017] According to an embodiment, the anchor means may comprise the two halves 10a, 10b of the anchor shell instead of or in addition to an anchor member 11.

[0018] According to an embodiment, 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. Thus, 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.

[0019] According to an embodiment, 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. In other words, 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. According to an embodiment, 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. In addition, with the ellipse cross section of the anchor shell, also the cuttings have more space to bypass the end anchor element. 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. Thereby, the rock bolt body 5 may be arranged inside the anchor shell 10 formed by the anchor shell halves 10a, 10b.

[0020] According to an embodiment, the activating member 12 may comprise a spring arranged to affect at least one of the anchor shell halves 10a, 10b. An example of such an embodiment is shown in the Figure 5. According to an embodiment, 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. In other words, 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.

[0021] According to an embodiment, 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. Thus, 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. In other words, 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. This prevents deformation of the rock bolt body 5 and the anchor shell 10 from damage induced by percussive force. According to an embodiment, the impact absorber 26 may be provided at the drilling end 7 of the rock bolt body for dampening the impact from percussive drilling. According to an embodiment, the impact absorber 26 may be provided in the end anchor element 9. According to an embodiment, 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. According to an embodiment, drilling means are provided at the end anchor element 9 at the drilling end of the rock bolt 1. Thus, the rock bolt 1 is preferably provided as a self-drilling rock bolt comprising drilling means.

[0022] According to an embodiment, the end anchor element 9 further comprises retention means for keeping the anchor shell halves from sliding on top of one another during drilling. According to an embodiment, 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.

[0023] 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.

[0024] 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. In other words, 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.

[0025] According to an embodiment, the impact absorber may comprise a spring-like structure in addition to an impact sleeve. In such an embodiment, 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.

[0026] According to an embodiment, 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.

[0027] According to an embodiment, 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. According to an embodiment, 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. This initial friction enhances the start of the anchor shell halves 10a, 10b sliding on the top of each other creating the increase in the diameter C of the anchor shell and the end anchor element at least at one point of the end anchor element and, thus, the end anchor element 9 engaging with the material to be drilled 3 and thereby providing the pull-out resistance. An example of such an embodiment is shown in Figure 5, wherein the protruding member 23 is provided in the area of the section B. Figure 7 illustrates the detail of the section B of the rock bolt of Figure 5 in more detail by providing an enlarged view of the section B.

[0028] According to an embodiment, 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. On the other hand, 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.

[0029] The drilling means 4 may be provided at the end anchor element 9 at the drilling end 7 of the rock bolt 1.

[0030] According to an embodiment, 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. According to an embodiment, several flushing channels 6 may be provided in the rock bolt 1. Preferably, 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.

[0031] According to an embodiment, 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.

[0032] According to an embodiment, 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.

[0033] According to an embodiment, 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. According to another embodiment, the anchor member 11 may comprise a round shape.

[0034] According to an embodiment, 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.

[0035] According to an embodiment, 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. In other words, 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. When the forward motion of the rock bolt 1 stops, 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.

[0036] According to an embodiment, 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.

[0037] 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 and Figures 4b and 4c illustrate a detail of a cross section of two different alternative embodiments of the guiding means 13a, 13b.

[0038] According to an embodiment, such as one of the embodiments of the figures 4a, 4b and 4c, 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. In the embodiment of Figure 4b, 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. According to a further embodiment, 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, on the other hand, 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. However, the drill hole 2 usually restricts the movement of the anchor member 11 in this direction during drilling.

[0039] According to an embodiment, the end anchor element 9 may be arranged to the rock bolt body 5 by thread (not shown) or by some other detachable manner. In other words, the end anchor element may be mounted to the rock bolt body 5 in a removable manner.

[0040] According to an embodiment, the end anchor element 9 may be arranged to the rock bolt body 5 fixedly, for instance by welding.

[0041] According to an embodiment, 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. According to an embodiment, such a sliding surface may be formed between the first anchor shell half 10a and the second anchor shell half 10b. According to an embodiment, 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. In other words, 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.

[0042] According to an embodiment, 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. In other words, 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. According to an embodiment, 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.

[0043] According to an embodiment, 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. According to an embodiment, the impact part 15 may comprise a circular cross-section. According to another embodiment, the impact part 15 may comprise a polygonal, such as a rectangular or hexagonal, cross-section.

[0044] According to an embodiment, 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. Thereby 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. According to an embodiment, 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. According to another embodiment, 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.

[0045] According to an embodiment, 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. After the drill hole reaches its intended depth, 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. According to a further embodiment, the rock bolt may further be grouted with resin or cement through the shank.

[0046] According to an embodiment, 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.

[0047] According to an embodiment, 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.

[0048] According to an embodiment, 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.

[0049] 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. According to an embodiment, 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.

[0050] 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.

[0051] According to an embodiment, 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 According to an embodiment, the impact part 15 may comprise a polygonal cross-section, such as a hexagonal cross-section.

[0052] According to an embodiment, 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.

[0053] According to an embodiment, 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. According to an embodiment, the grout may comprise cement or resin. As the rock bolt 1 is anchored in the drill hole 2 by the anchor element 11 and not the resin, a type of resin that is slow to harden can be used. 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.

[0054] It will be obvious to a person skilled in the art that, as the technology advances, the inventive concept can be implemented in various ways. The invention and its embodiments are not limited to the examples described above but may vary within the scope of the claims.

Claims

1. A self-drilling rock bolt (1) for drilling a drill hole (2) in a material to be drilled (3) using a percussive rock drill and reinforcing the material surrounding the drill hole, the rock bolt comprising

drilling means (4) for drilling a drill hole in a material to be drilled at a drilling end (7) of the rock bolt, and

a rock bolt body (5) for bolting the drill hole, and

an end anchor element (9) provided at the drilling end of the rock bolt provided with anchor means for engaging with the material of the drill hole walls, characterized in that the rock bolt further comprises

an impact absorber (26) arranged between the rock bolt body and the end anchor element to dampen the impact from percussive drilling,

wherein 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).

2. A self-drilling rock bolt (1) according to claim 1, wherein the end anchor element (9) comprises an anchor shell (10) mounted on the rock bolt body.

3. A self-drilling rock bolt (1) according to claim 1 or 2, wherein the impact absorber (26) comprises an impact sleeve forming an impact shoulder of the rock bolt body acting as a counterpart for the end anchor element (9).

4. A self-drilling rock bolt (1) according to claim 2 or 3, wherein the anchor means comprises two halves (10a, 10b) of the anchor shell formed as separate wedge-like parts and arranged against one another to form a cylindrical anchor shell (10), such that the contact surface (19) between the anchor shell halves (10a, 10b) extends in an angled manner when compared to the longitudinal axis of the end anchor element (9) between the outer edge of the anchor shell at one side at one end of the anchor shell and the outer edge of the anchor shell at the opposite side at the another end of the anchor shell, such that the anchor means may be pushed outward from the longitudinal axis of the end anchor element and to engage with the material of the drill hole (2) walls by enabling the anchor shell half (10b) closer to the bottom of the drill hole to slide partly on top of the other anchor shell half (10a), whereby the diameter of the anchor shell is increased.

5. A self-drilling rock bolt (1) according to claim 4, the self-drilling rock bolt further comprising retention means for keeping the anchor shell halves (10a, 10b) from sliding on top of one another during drilling comprising a flange (24) arranged at the end of the second anchor half (10b) directed towards the bottom of the drill hole (2) and, as a counterpart for the flange (24), a shoulder (25) arranged at the rock bolt body (5) at the drill bit end of the rock bolt body.

6. A self-drilling rock bolt (1) according to claim 5, wherein the impact absorber (26) comprises an impact sleeve forming an impact shoulder of the rock bolt body (5) acting as a counterpart for the flange (24) of the retention means.

7. A self-drilling rock bolt (1) according to any one of claims 1 to 6, wherein the anchor means is arranged to protrude from the rock bolt body (5) at least when a force pulling the rock bolt 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 of the end anchor element (9), whereas stopping of the forward drilling motion or moving the rock bolt in a direction opposite to the forward drilling motion enables 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 walls to anchor the end anchor element in its place in the drill hole and to prohibit pulling the rock bolt out from the drill hole.

8. A self-drilling rock bolt (1) according to any one of claims 2, 4, 5 or 6, wherein the drilling means (4) are formed as a fixed part of the anchor shell (10).

9. A self-drilling rock bolt (1) according to any one of claims 2, 4, 5 or 6, wherein the cross section of the anchor shell (10) is formed as an ellipse.

10. A self-drilling rock bolt (1) according to any one of claims 4-6, wherein the end anchor element (9) further comprises a starter ring (20) arranged around the anchor shell halves (10a, 10b) to keep the anchor shell halves against one another before entering the drill hole (2) and that is arranged to disengage from the anchor shell halves when the anchor shell (10) enters the drill hole.

11. A self-drilling rock bolt (1) according to any one of claims 4-6, 10, wherein the anchor means further comprises at least one protruding member (23) arranged on the anchor shell half (10b) closer to the bottom of the drill hole (2) to engage with the drill hole wall to enhance said sliding of the anchor shell halves (10a, 10b) on top of one another.

12. A method for drilling a drill hole (2) in a material to be drilled (3) and reinforcing the material surrounding the drill hole by a self-drilling rock bolt (1) utilizing a percussive rock drill, the method comprising

drilling (901) a drill hole in a material to be drilled by drilling means (4) provided at a drilling end (7) of the rock bolt,

bolting (902) the drill hole by a rock bolt body (5) of the rock bolt, and

anchoring (904) an end anchor element (9) of the rock bolt in its place in the drill hole and prohibiting (905) by the end anchor element pulling the rock bolt out from the drill hole, characterized in that

the self-drilling rock bolt comprises a self-drilling rock bolt according to one of the claims 1-11.

13. A method according to claim 12, wherein the method further comprises
guiding (903) flushing fluid into the drill hole (2) by at least one flushing channel (6) provided in the body (5) of the rock bolt (1), and feeding grout through the flushing channel into the drill hole after an anchor member (11) and the anchor shell (10) have anchored the rock bolt into the drill hole and after the rock bolt has been tensioned.

14. A method according to claim 13, wherein the grout comprises cement or resin.

Ansprüche

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.

Revendications

1. Boulon d'ancrage auto-perceur (1) destiné à percer un trou de perçage (2) dans un matériau à percer (3) en utilisant une perforatrice de roches à percussion et à renforcer le matériau entourant le trou de perçage, le boulon d'ancrage comprenant

des moyens de perçage (4) destinés à percer un trou de perçage dans un matériau à percer au niveau d'une extrémité de perçage (7) du boulon d'ancrage, et

un corps de boulon d'ancrage (5) destiné à boulonner le trou de perçage,
et

un élément d'ancrage d'extrémité (9) fourni au niveau de l'extrémité de perçage du boulon d'ancrage, doté d'un moyen d'ancrage destiné à venir en prise avec le matériau des parois du trou de perçage,

caractérisé en ce que le boulon d'ancrage comprend en outre un amortisseur de choc (26) agencé entre le corps de boulon d'ancrage et l'élément d'ancrage d'extrémité pour atténuer le choc provenant du perçage à percussion,

dans lequel l'amortisseur de choc (26) est formé d'un matériau qui est moins dur que le corps de boulon d'ancrage (5) et/ou l'élément d'ancrage d'extrémité (9).

2. Boulon d'ancrage auto-perceur (1) selon la revendication 1, dans lequel l'élément d'ancrage d'extrémité (9) comprend une coque d'ancrage (10) montée sur le corps de boulon d'ancrage.

3. Boulon d'ancrage auto-perceur (1) selon la revendication 1 ou 2, dans lequel l'amortisseur de choc (26) comprend un manchon de frappe formant un épaulement de frappe du corps de boulon d'ancrage agissant en tant que partie complémentaire de l'élément d'ancrage d'extrémité (9).

4. Boulon d'ancrage auto-perceur (1) selon la revendication 2 ou 3, dans lequel le moyen d'ancrage comprend deux moitiés (10a, 10b) de la coque d'ancrage, se présentant sous forme de parties cunéiformes séparées et agencées l'une contre l'autre pour former une coque d'ancrage cylindrique (10) de sorte que la surface de contact (19) entre les moitiés de coque d'ancrage (10a, 10b) s'étende de manière inclinée par rapport à l'axe longitudinal de l'élément d'ancrage d'extrémité (9) entre le bord externe de la coque d'ancrage d'un côté au niveau d'une extrémité de la coque d'ancrage et le bord externe de la coque d'ancrage du côté opposé au niveau de l'autre extrémité de la coque d'ancrage, de sorte que le moyen d'ancrage puisse être poussé vers l'extérieur depuis l'axe longitudinal de l'élément d'ancrage d'extrémité et pour venir en prise avec le matériau des parois du trou de perçage (2) en permettant à la moitié de coque d'ancrage (10b) la plus proche du fond du trou de perçage de coulisser partiellement sur l'autre moitié de coque d'ancrage (10a), selon lesquelles le diamètre de la coque d'ancrage est augmenté.

5. Boulon d'ancrage auto-perceur (1) selon la revendication 4, le boulon d'ancrage auto-perceur comprenant en outre des moyens de retenue destinés à empêcher les moitiés de coque d'ancrage (10a, 10b) de glisser l'une sur l'autre pendant le perçage, comprenant une bride (24) agencée au niveau d'une extrémité de la seconde moitié d'ancrage (10b) dirigée vers le fond du trou de perçage (2) et, en tant que partie complémentaire de la bride (24), un épaulement (25) agencé au niveau du corps de boulon d'ancrage (5) au niveau de l'extrémité de foret du corps de boulon d'ancrage.

6. Boulon d'ancrage auto-perceur (1) selon la revendication 5,
dans lequel l'amortisseur de choc (26) comprend un manchon de frappe formant un épaulement de frappe du corps de boulon d'ancrage (5) agissant en tant que partie complémentaire de la bride (24) des moyens de retenue.

7. Boulon d'ancrage auto-perceur (1) selon l'une quelconque des revendications 1 à 6,
dans lequel le moyen d'ancrage est agencé pour faire saillie depuis le corps de boulon d'ancrage (5), du moins lorsqu'une force tirant le boulon d'ancrage vers l'arrière et à l'écart du fond du trou de perçage (2) est appliquée au boulon d'ancrage, de sorte qu'un mouvement de perçage du boulon d'ancrage dirigé vers l'avant en direction du fond du trou de perçage force le moyen d'ancrage vers l'axe longitudinal de l'élément d'ancrage d'extrémité (9), alors que l'arrêt du mouvement de perçage vers l'avant ou le déplacement du boulon d'ancrage dans une direction opposée au mouvement de perçage vers l'avant permet au moyen d'ancrage d'être poussé vers l'extérieur depuis l'axe longitudinal de l'élément d'ancrage d'extrémité et de venir en prise avec le matériau des parois du trou de perçage pour ancrer l'élément d'ancrage d'extrémité en place dans le trou de perçage et d'empêcher le retrait du boulon d'ancrage du trou de perçage.

8. Boulon d'ancrage auto-perceur (1) selon l'une quelconque des revendications 2, 4, 5 ou 6,
dans lequel les moyens de perçage (4) se présentent sous forme d'une partie fixe de la coque d'ancrage (10).

9. Boulon d'ancrage auto-perceur (1) selon l'une quelconque des revendications 2, 4, 5 ou 6, dans lequel la section transversale de la coque d'ancrage (10) se présente sous forme d'une ellipse.

10. Boulon d'ancrage auto-perceur (1) selon l'une quelconque des revendications 4-6, dans lequel l'élément d'ancrage d'extrémité (9) comprend en outre une bague d'amorce (20) agencée autour des moitiés de coque d'ancrage (10a, 10b) pour garder les moitiés de coque d'ancrage l'une contre l'autre avant d'entrer dans le trou de perçage (2) et qui est agencée pour se désolidariser des moitiés de coque d'ancrage lorsque la coque d'ancrage (10) entre dans le trou de perçage.

11. Boulon d'ancrage auto-perceur (1) selon l'une quelconque des revendications 4-6, 10, dans lequel le moyen d'ancrage comprend en outre au moins un organe saillant (23) agencé sur la moitié de coque d'ancrage (10b) la plus proche du fond du trou de perçage (2) pour venir en prise avec la paroi du trou de perçage pour accroître ledit coulissement des moitiés de coque d'ancrage (10a, 10b) l'une sur l'autre.

12. Procédé de perçage d'un trou de perçage (2) dans un matériau à percer (3) et de renforcement du matériau entourant le trou de perçage par un boulon d'ancrage auto-perceur (1) en utilisant une perforatrice de roches à percussion, le procédé comprenant

le perçage (901) d'un trou de perçage dans un matériau à percer par des moyens de perçage (4) fournis au niveau d'une extrémité de perçage (7) du boulon d'ancrage,

le boulonnage (902) du trou de perçage par un corps de boulon d'ancrage (5) du boulon d'ancrage, et

l'ancrage (904) d'un élément d'ancrage d'extrémité (9) du boulon d'ancrage en place dans le trou de perçage et le fait d'empêcher (905), par l'élément d'ancrage d'extrémité, le retrait du boulon d'ancrage du trou de perçage, caractérisé en ce que

le boulon d'ancrage auto-perceur comprend un boulon d'ancrage auto-perceur selon l'une quelconque des revendications 1-11.

13. Procédé selon la revendication 12, dans lequel le procédé comprend en outre

le guidage (903) d'un fluide de rinçage dans le trou de perçage (2) par au moins un canal de rinçage (6) fourni dans le corps (5) du boulon d'ancrage (1), et

l'introduction de coulis à travers le canal de rinçage dans le trou de perçage après qu'un organe d'ancrage (11) et la coque d'ancrage (10) ont ancré le boulon d'ancrage dans le trou de perçage et après que le boulon d'ancrage a été serré.

14. Procédé selon la revendication 13, dans lequel le coulis comprend du ciment ou une résine.

Drawing