The invention relates to a screw according to the preamble of claim 1.

Closest DE 10311471 A1 as well as EP 2138728 A2, EP 2354567 A1 , US 5885041 A1 and DE 19820671 A1 each describe screw-like elements which are intended to be installed in bore holes filled with chemical masses.

US 9464524 B discloses an anchor rod for chemical anchoring.

It is an object of the invention to provide a screw that can be embedded in a grout shell, wherein the screw is particularly well performing and/or economical.

This object is achieved by a screw according to claim 1. Dependent claims refer to preferred embodiments of the invention.

The inventive screw combines two load bearing mechanisms: The first load bearing mecha nism is provided by the screw thread, which engages into the surrounding material, and the second load bearing mechanism is provided by the wedge flank, which wedges the surround ing grout shell against the borehole wall. The invention is based on the finding that the respec tive load bearing mechanisms may have different favourable embedment depths: Whereas the primarily axially acting screw drive mechanism can contribute bearing capacity along all of the borehole length, the radially acting wedge mechanism might favourably be employed deep within the borehole. This is since the radially directed wedging forces can be better absorbed by the surrounding substrate (which is in particular a concrete substrate) when these forces act deep within the borehole, and a tendency of spalling might decrease with increasing depth. Moreover, axial bearing capacity of the surrounding substrate is often greatest near the bottom of the borehole. Therefore, a wedge mechanism that is concentrated near the bottom of the borehole might have similar or even better performance as compared to a wedge mechanism that extends all along the borehole, but the former mechanism requires less grout material for essentially the same effect. In view of this, the invention proposes that the screw thread extends axially beyond the wedge groove towards the rear end of the shank. In other words, the screw thread and the wedge groove, respectively, are offset at their respective rear ends, and the screw thread ranges more closely to the rear end of the shank than does the wedge groove. Consequently, the respective load bearing mechanisms have axial positions that con sider their specific characteristics. Thus, a particular well-performing screw can be obtained with particularly low effort and/or installation expense.

The shank is an elongate member and can, and in particular, be generally cylindrical, more preferably circular cylindrical. The tip end and the rear end, respectively, constitute opposite ends of the shank. The shank comprises a longitudinal axis, which extends through the rear end and through the tip end of the shank. The tip end is that end of the shank that is intended to be inserted first into a borehole when the screw is installed. The shank might be pointed at the tip end, but is preferably blunt or frustoconical at the tip end, in particular if the screw is a concrete screw. The screw would also comprise a drive for imparting torque on the shank. The drive could be located at the rear end of the shank, for example if the drive is a head, but it could also be located within the shank, for example if the screw is a headless screw.

The screw thread is usually generally helical, but could deviate from a strict mathematical helix, e.g. in order to provide additional functionality. The screw thread winds around the shank and the longitudinal axis of the shank, i.e. it turns helically around the shank, in particular by one or more turns, more preferably by at least two or three turns. The screw thread is an external thread. It radially protrudes from the shank and can engage a mating internal thread. The screw thread is connected to the shank so as to transfer rearwardly directed pull-out loads. The screw thread can be monolithic with respect to the shank, or it can consist of one or more separate parts, which are non-monolithically connected to the shank.

The screw thread is preferably continuous, but could also have interruptions. For example, it could have a sawtooth structure at least in some regions, in particular within a start of the thread. The screw could also be provided with cutting bodies embedded in the screw thread, in particular in the start of the screw thread. For a particular easy design, the screw can com prise only a single screw thread. However, additional screw threads might also be provided, e.g. for additional functionality.

The wedge groove is usually generally helical, but could deviate from a strict mathematical helix, e.g. in order to provide additional functionality. The wedge groove winds around the shank and the longitudinal axis of the shank, i.e. it turns helically around the shank, in particular by one or more turns, more preferably by at least two or three turns. The wedge groove cuts into the shank, namely the lateral surface thereof. The wedge groove extends alongside at least a section of the screw thread, i.e. the screw thread and the wedge groove wind around the shank next to each other in at least a section of the shank. The wedge groove is, amongst others, delimited by the rearwardly tapered wedge flank. This wedge flank, which faces rear- wardly (i.e. which faces the rear end of the shank), delimits the wedge groove towards the tip end. In addition, the wedge groove can be delimited, towards the rear end of the shank, by a forwardly facing flank, and optionally at the groove bottom by a bottom surface. The wedge flank, the forwardly facing flank and/or the bottom surface wind around the shank. Usually, these flanks are generally helical, but could deviate from a strict mathematical helix, e.g. in order to provide additional functionality. The wedge flank tapers rearwardly, i.e. it tapers to wards the rear end of the shank. Accordingly, the distance of the wedge flank from the longi tudinal axis may decrease as it approaches the rear end of the shank in the axial direction. Thus, the wedge flank forms a wedge that can wedge a grout shell surrounding the shank radially outwardly when the shank is loaded axially rearwardly.

The grout shell is a shell of hardened mass arranged within a borehole. The grout can e.g. be a mortar or a synthetic resin.

Throughout this document, wherever the terms “axially”, “longitudinally”, “radially” and “circum ferentially” are used, this can, in particular, refer to the longitudinal axis of the shank, which usually coincides with the longitudinal axis of the screw.

Preferably, the screw thread extends further towards the rear end of the shank than does the wedge groove by at least one turn or by at least two turns of the screw thread. Accordingly, at least one turn or two turns of the screw thread axially project over the wedge groove in the rearwards direction. This allows a particularly efficient use of the respective load bearing mech anisms, further improving performance and/or reducing effort.

As already hinted at above, the screw is preferably a concrete screw, i.e. the screw, in partic ular the screw thread thereof, is able to, at least partly, tap its mating internal screw thread groove in a concrete substrate. In particular, a ratio of the maximum outer thread diameter of the screw thread to the pitch of the screw thread can be between 1 and 2, in particular between 1 ,2 and 1 ,6, at least in some regions of the screw thread, more preferably at least in some regions of the screw thread located near the tip end, most preferably throughout the screw thread. These are typical dimensions for concrete screws. The invention is explained in greater detail below with reference to preferred exemplary em bodiments, which are depicted schematically in the accompanying drawings. Individual fea tures of the exemplary embodiments presented below can be implemented either individually or in any combination within the scope of the present invention.

Figure 1 is an isometric view of a screw according to a first embodiment.

Figure 2 is a side view of the screw according to the first embodiment.

Figure 3 is a longitudinal section according to A-A in figure 2, and including the longitudinal axis of the screw’s shank, of the screw according to the first embodiment.

Figure 4 is a cross-sectional view, according to E-E in figure 2, perpendicular to the longitudinal axis of the screw’s shank, of the screw according to the first embodiment.

Figure 5 shows the screw according to the first embodiment arranged in a borehole and em bedded in a grout shell,

Figure 6 is a detail of the screw according to the first embodiment, in longitudinal section that includes the longitudinal axis of the screw’s shank.

Figure 7 is another detail of the screw according to the first embodiment, in longitudinal section that includes the longitudinal axis of the screw’s shank.

Figure 8 is an isometric view of a screw according to a second embodiment.

Figures 1 to 7 illustrate a first embodiment of a screw. The screw comprises an elongate shank 10, which has a tip end 11. The tip end 11 is the leading end of the shank 10 and the shank 10 is intended to be inserted with the tip end 11 first into a borehole 90 when the screw is installed. The shank 10 also has rear end 18, which is located opposite the tip end 11. In particular, the shank 10 can be generally circular cylindrical. The screw furthermore has a screw drive 19 that is connected to the shank 10, monolithically in the present case by way of example, for applying torque to the shank 10. In the shown embodiment, the screw drive 19 is a hex head located at the rear end 18, but this is an example only. Any other type of screw drive 19 can be used, such as an external type, for example hex, line (ALH), square, or a socket head, for example Bristol, clutch, double hex, hex socket, hexalobular socket, line (ALR), polydrive, Robertson, spline, TP3, and others. The screw drive 19 could also be located within the shank 10 and/or remote from the rear end 18, in particular if the screw is headless and/or internally threaded.

The elongate shank 10 comprises a longitudinal axis 99, extending in the longitudinal direction of the shank 10 and through both the tip end 11 and through the rear end 18.

The screw furthermore comprises a screw thread 30, which is located on the shank 10, which winds around the shank 10 and/or the longitudinal axis 99, and which projects radially, with respect to the longitudinal axis 99, from the shank 10. In particular, the screw thread 30 is arranged coaxially with respect to the longitudinal axis 99. The screw thread 30 is an external screw thread. The screw thread 30 is generally helical. However, it could also deviate from a strict mathematical helix, e.g. for additional functionality. In the present embodiment, the shank 10 and the screw thread 30 are monolithic. However, alternatively, at least a section of the screw thread 30, or all of the screw thread 30, might be separate from the shank 10. Whereas in the present embodiment, the screw thread 30 is shown to be a monolithic part, it might also consist of separate elements. In particular, the shank 10 and/or screw thread 30 consist of a metal material, preferably a steel material, most preferably a stainless steel. The shank 10 and/or screw thread 30 could also be provided with a respective coating, comprising one or more layers.

In the present embodiment, the screw thread 30 is shown to be continuous. However, it could also be non-continuous, for example in order to provide a serration.

Whereas in the shown embodiment, no additional screw threads are shown, the screw might also have additional screw threads, formed monolithically or non-monolithically with respect to the shank 10.

A wedge groove 40 is provided in the shank 10, wherein the wedge groove 40 projects radially, with respect to the longitudinal axis 99, into the shank 10. The wedge groove 40 extends alongside the screw thread 30 and it flanks the screw thread 30, at least a section thereof. Like the screw thread 30, the wedge groove 40 thus winds around the shank 10 and/or around the longitudinal axis 99, and the wedge groove 40 is generally helical (again with possible devia tions from a strict mathematical helix). The helical wedge groove 40 is arranged coaxially with respect to the longitudinal axis 99. In particular, the wedge groove 40 extends parallelly along side the screw thread 30. In particular, the wedge groove 40 and the screw thread 30 have the same pitch. The wedge groove 40 is delimited by a forwardly facing flank 41 and a rearwardly facing flank 44. Whereas in the shown embodiment, the forwardly facing flank 41 merges into the rear wardly facing flank 44, there might also be provided a bottom surface adjoining both flank 41 and flank 44, and located between flank 41 and flank 44, which bottom surface delimits the bottom of the wedge groove 40. Since the wedge groove 40 is generally helical, so are the forwardly facing flank 41, the rearwardly facing flank 44 and/or the bottom surface.

The rearwardly facing flank 44 is rearwardly tapering, i.e. when seen in a longitudinal section including the longitudinal axis 99, its distance from the longitudinal axis 99 decreases towards the rear end 18 of the shank 10. In other words, the rearwardly facing flank 44 converges towards the rear end 18 of the shank 10, wherein a focus of convergence can preferably be the longitudinal axis 99 of the shank 10.

The rearwardly facing flank 44 forms a helical wedge, which is able to wedge a grout shell 91 that surrounds the shank 10 radially outwardly as the shank 10 is rearwardly loaded (Rear wards can be considered the direction pointing, parallel to the longitudinal axis 99, from the tip end 11 to the rear end 18 of the shank 10, which is the direction indicated with a thick arrow in figure 7. The rearward direction is also the pull-out direction). The flank 44 can thus form an additional anchoring mechanism for anchoring the shank 10 in a grouted borehole 90, which is effective in addition to an interlock of the screw thread 30 with the wall of the borehole 90. The flank 44 is thus a wedge flank 44 for wedging the grout shell 91 surrounding the shank 10.

Wedge-shaped lamellae of the grout shell 91 may be radially displaced in case of axial dis placement of the shank 10 in the substrate, which for example occurs during tensile loading and especially in cracked concrete condition. As a consequence, a friction and/or deadlock reaction between the shank 10 and the borehole wall can emerge, which can provide an addi tional load transfer mechanism between the screw and the substrate.

As can be seen particularly well in figure 7, a buffer zone 49 is provided between, in particular axially between, the wedge flank 44 and the screw thread 30 located adjacent to the wedge flank 44. The buffer zone 49 adjoins, namely at its rear edge, the wedge flank 44, and further adjoins, namely at its front edge, the screw thread 30, in particular the rearwardly facing flank of the screw thread 30. The buffer zone 49 is thus sandwiched between the wedge flank 44 and the screw thread 30. In the buffer zone 49, the shank 10 has less rearward taper as com pared to the wedge flank 44. Accordingly, the cone angle, measured with respect to the longi tudinal axis of the shank 10, is smaller in the buffer zone 49 than it is at the wedge flank 44. In particular, the taper and/or the cone angle might be zero in the buffer zone 49, which is shown in the present embodiment. In this case, the buffer zone 49 can have a generally circular cy lindrical lateral surface, as shown in the present embodiment.

The buffer zone 49 provides an offset, in the longitudinal direction, between wedge flank 44 and the screw thread 30. This offset can counteract large-surface collision of grout shell lamel lae wedged by the wedge flank 44 with the screw thread 30 when the shank 10 is rearwardly loaded, i.e. loaded in the pull-out direction illustrated with the thick solid arrow shown in figure 7. As a consequence, the lamellae can retain contact with both the shank 10 and the surround ing substrate, and continue to transfer radial loads.

The rearward taper of the rearward flank of the screw thread 30 is larger than the rearward taper of the buffer zone 49.

The screw is a concrete screw, i.e. the screw thread 30 is able to tap, in particular cut, a corresponding mating thread in a concrete substrate. In particular, the screw can be so con figured that it is able to be anchored within a concrete borehole by means of engagement of the screw thread 30 only (i.e. without grout). A grout shell 91 , i.e. a shell of hardened mass, can be provided in order to provide additional anchoring by means of the mechanism described above.

The screw thread 30 has an outer thread diameter d _tr . The ratio of the maximum outer thread diameter d _tr of the screw thread 30 to the pitch p _tr of the screw thread 30 is preferably between 1 and 2, in particular between 1,2 and 1,6. At least one of the following thread parameters can preferably be employed for the screw thread 30:

• d _tr / d _b = 1 1 to 1.3 (ratio outer thread diameter to borehole diameter);

• p _tr / d _b = 0.7 to 1.1 (ratio screw thread pitch to borehole diameter);

• flank angle of the screw thread 30 = 30° to 60°, wherein the screw thread 30 can have non-symmetric thread cross section, as shown, or, in an alternative embodiment, symmet ric cross-section.

The screw thread 30 has a plurality of turns, namely approximately six turns in the shown embodiment. Preferably, it has at least two turns. In the present embodiment, the screw thread 30 spans, longitudinally (i.e. in the direction parallel to the longitudinal axis 99), approximately 80% of the length l _s of the shank 10. The screw thread 30 thus forms a main thread of the screw. The wedge groove 40, on the other hand, has less turns than screw thread 30 has (the wedge groove 40 has approximately three turns in the present embodiment), and the wedge groove 40 spans approximately 40% of the length l _s of the shank 10. In particular, the screw thread 30 extends closer to the rear end 18 of the shank 10 than does the wedge groove 40 (and/or the wedge flank 44). In particular, the screw thread 30 extends closer to the rear end 18 of the shank 10 than does the wedge groove 40 (and/or the wedge flank 44) by at least one turn of the screw thread 30 (by approximately two turns in the present embodiment). Accordingly, the screw thread 30 has at least one turn (two turns in the present embodiment) that is located axially between the rear end 18 of the shank 10 and the wedge groove 40 and/or the screw thread 30 has at least one turn that is located axially between the rear end 18 of the shank 10 and the wedge flank 44. In other words, the screw thread 30 extends closer to the rear end 18 of the shank 10 than does the wedge groove 40 and/or the wedge flank 44 by at least one time the pitch p _tr of the screw thread 30. Due to this offset, the wedging mechanism provided by the wedge flank 44 is concentrated deep within the borehole 90, where the loading capacity of the substrate is usually highest, and/or where the substrate can usually absorb radial loads partic ularly well.

As already mentioned above, the screw thread 30 might be strictly mathematically helical, but might also deviate from a helical form, which can e.g. provide additional functionality. Likewise, the wedge groove 40 and/or the wedge flank 44 might be strictly mathematically helical, but might also deviate from a helical form, which can e.g. provide additional functionality

The screw comprises a plurality of axially extending ridges 46, which are located, at least partly, within the wedge groove 40, and which divide the wedge groove 40 into a helical suc cession of compartments or bays. In case of the first embodiment shown in figures 1 to 7, the ridges 46 do not completely cover the longitudinal cross-section of the wedge groove 40, and the ridges are slightly sunk into the wedge groove 40, as can be for example taken from figures 2 and 3. In contrast, in the second embodiment shown in figure 8, the ridges 46 completely cover the longitudinal cross-section of the wedge groove 40, and they are flush with their sur rounding regions of the shank 10, at least they are flush with buffer zone 49. Moreover, in case of the second embodiment, the ridges 46 are broader as compared to the first embodiment.

In both embodiments, the ridges 46 form predetermined breaking locations (in particular pre determined breaking lines) or separator locations (in particular separator lines) for the grout shell 91 that surrounds the shank 10, which can cause the grout shell 91 to divide into individual segments when the shank 10 is rearwardly loaded, thereby activating the wedging mechanism. ln both embodiments, the ridges 46 extend longitudinally, in particular they extend generally parallel to the longitudinal axis 99. In both embodiments, they project radially outwardly from the wedge flank 44 and/or from the forwardly facing flank 41 of the wedge groove 40.

Except for the different design of the respective ridges 46, the two shown embodiments are generally identical. Therefore, with regards to the details of the embodiment of figure 8, refer ence is made to the description of the embodiment of figures 1 to 7, which can be applied mutatis mutandis.

The screws of both embodiments can be screwingly inserted into a non-grouted borehole 90 in a concrete substrate, and the screw thread 30 can provide sufficient anchoring action. Al ternatively, the respective screws can also be installed together with grout (i.e. a hardenable chemical mass) that is filling the gaps between shank 10 and borehole wall. In this case, grout fills also the individual cone-shaped compartments, so that wedge-shaped grout segments, separated by the ridges 46, are formed. In particular, the grout is chosen so that it does not glue or bond to the (steel) surface of the shank 10. Any bonding action with the shank 10 has usually to be minimized (optionally using surface treatment or coatings, e.g. organic wax coat ings). In contrast, the grout should bond to the borehole wall, by chemical bonding and/or by mechanical interlock that is provided by any small geometrical “imperfection” such as rough ness, local breakouts, corrugations or the like. When the shank 10 is rearwardly loaded in the axial direction, loads are transferred into the substrate both via mechanical interlock between the screw thread 30 and the borehole wall and via the wedging mechanism provided by the wedge flank 44 acting on the (hardened) grout.

In both embodiments, at least one of the following thread parameters can preferably be em ployed for the wedge groove 40:

• Wg _roove / P _tr = 0.5 - 0.95 (ratio of width of wedge groove 40 in axial direction to pitch of screw thread 30)

• W _offset / p _tr = 0.1 - 0.5 (ratio of width of buffer zone 49 in axial direction to pitch of screw thread 30)

• Cone angle a of wedge flank 44 = 5°- 30°

• d _r / d _c = 0.6 - 1.1 (ratio of diameter of the ridges 46 to core diameter of screw thread 30)

• Number of ridges 46 per turn of the wedge groove 40: at least one per turn, preferably two ridges 46 or more per turn