BSD drill rod anchor
Drill rod anchor
DRD-WOALUST-SK-PT-AW40-(RSI)-6,9X113
Art.-no.
5394216113
EAN 4046777066722
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Twisting dowel pin with force-pushing UNC thread for steel or aluminium slotted sheet metal connections. High level of corrosion protection due to zinc-flake coating.
- Direct screwing into 6 mm thick aluminium extrusion profiles without pre-drilling.
- For aluminium thicknesses over 6 mm and steel connections over 4 mm, pre-drill with a diameter of 6 mm
- Quick and easy, effort-saving screwing-in thanks to integrated forced feed
- High load-bearing capacity and high yield moment thanks to hardened steel quality
Proof of Performance
EN 14592
Notice
The general conditions of EN 14592:2008+A1:2012 and EC5 (EN 1995-1-1:2004 + AC:2006 + A1:2008) must be observed and applied.
EN 14592
Product information
Datasheets(X)
CAD data (available after login)
Application area
Dowel pins for attaching slotted sheet metal/wood connections made of steel or aluminium.
Instructions
Direct fitting or placement of BSD drill rod anchor when using aluminium extrusion profiles.
In the case of slotted sheet metal connections made of steel or flexible aluminium sheets, pre-drill through the wood and the metal slotted plate with a diameter of 6 mm.
In the case of multi-shear connections and when using wood with a bulk density of more than 350 kg/m3, position a screw clamp perpendicular to the slotted sheet metal to avoid excessive lateral tension on the wooden support during assembly.
 | |
Head type | Round washer head |
Internal drive | AW40 |
Head diameter (dh) | 18 mm |
Head height (dk) | 2.5 mm |
Diameter (d) | 6.93 mm |
Length (l) | 113 mm |
Thread length (lg) | 50 mm |
Shape of tip | Drilling tip |
Material | Hardened steel |
Drill tip length | 15 mm |
Surface | Flake zinc silver |
Product weight (per item) | 36.000 g |
Yield moment | 43.5 Nm |
Approval | EN 14592 |
| 120 | 6.9 x 113 | 1 | 112 | 56 | – | 10,3 | 56 | – | 7,74 |
| 2 | 104 | 17 ≤ ta ≤ 22 | 60 ≤ ti ≤ 70 | 17,9 | ≤ 26 | ≥ 52 | 12,3 | ||
| 3 | 96 | ≤ 21 | ≥ 27 | 16,4 | ≤ 26 | ≥ 22 | 11,3 | ||
| 140 | 6.9 x 133 | 1 | 132 | 66 | – | 11,5 | 66 | – | 8,46 |
| 2 | 124 | 27 | 70 | 20,7 | 20 ≤ ta ≤ 26 | 72 ≤ ti ≤ 84 | 14,8 | ||
| 3 | 116 | ≤ 21 | ≥ 37 | 20,1 | ≤ 26 | ≥ 32 | 13,8 | ||
| 160 | 6.9 x 153 | 1 | 152 | 76 | – | 12,7 | 76 | – | 9,27 |
| 2 | 144 | 36 | 72 | 21,5 | 29 | 86 | 16,9 | ||
| 3 | 136 | ≤ 21 | ≥ 47 | 23,8 | ≤ 26 | ≥ 42 | 16,4 | ||
| 180 | 6.9 x 173 | 1 | 172 | 86 | – | 13,0 | 86 | – | 10,1 |
| 2 | 164 | 46 | 72 | 22,3 | 39 | 86 | 17,6 | ||
| 3 | 156 | ≤ 21 | ≥ 57 | 27,5 | ≤ 26 | ≥ 52 | 18,9 | ||
| 200 | 6.9 x 193 | 1 | 192 | 96 | – | 13,0 | 96 | – | 10,8 |
| 2 | 184 | 56 | 72 | 23,3 | 49 | 86 | 18,1 | ||
| 3 | 176 | 18 ≤ ta ≤ 21 | 67 ≤ ti ≤ 70 | 31,2 | ≤ 26 | ≥ 62 | 21,4 | ||
| 220 | 6.9 x 213 | 1 | 212 | 106 | – | 13,0 | 106 | – | 10,8 |
| 2 | 204 | 67 | 70 | 24,5 | 59 | 86 | 18,7 | ||
| 3 | 196 | 27 | 71 | 33,8 | 13 ≤ ta ≤ 26 | 72 ≤ ti ≤ 85 | 24,0 | ||
| 240 | 6.9 x 233 | 1 | 232 | 116 | – | 13,0 | 116 | – | 10,8 |
| 2 | 224 | 76 | 72 | 25,7 | 26 | 12 | 19,5 | ||
| 3 | 216 | 37 | 71 | 34,5 | 23 ≤ ta ≤ 26 | 82 ≤ ti ≤ 85 | 26,5 | ||
| The bearing capacities given are for coniferous wood C24 (rk = 350 kg/m³). For other strength classes, the load capacities can be multiplied by the factors in Table 4. | |||||||||
| PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons. | |||||||||
| 120 | 6.9 x 113 | 1 | 114 | 57 | – | 10,4 | 57 | – | 7,81 |
| 2 | 108 | 20 | 68 | 18,6 | 12 ≥ ta ≤ 26 | 56 ≤ ti ≤ 84 | 12,8 | ||
| 3 | 102 | ≤ 21 | ≥ 30 | 17,5 | ≤ 26 | ≥ 25 | 12,1 | ||
| 140 | 6.9 x 133 | 1 | 134 | 67 | – | 11,6 | 67 | – | 8,54 |
| 2 | 128 | 29 | 70 | 21,0 | 24 | 80 | 15,3 | ||
| 3 | 122 | ≤ 21 | ≥ 40 | 21,2 | ≤ 26 | ≥ 35 | 14,6 | ||
| 160 | 6.9 x 153 | 1 | 154 | 77 | – | 12,7 | 77 | – | 9,35 |
| 2 | 148 | 38 | 72 | 21,6 | 31 | 86 | 17,2 | ||
| 3 | 142 | ≤ 21 | ≥ 50 | 24,9 | ≤ 26 | ≥ 45 | 17,1 | ||
| 180 | 6.9 x 173 | 1 | 174 | 87 | – | 13,0 | 87 | – | 10,2 |
| 2 | 168 | 48 | 72 | 22,5 | 41 | 86 | 17,7 | ||
| 3 | 162 | 11 ≤ ta ≤ 21 | 60 ≤ ti ≤ 70 | 28,6 | ≤ 26 | ≥ 55 | 19,7 | ||
| 200 | 6.9 x 193 | 1 | 194 | 97 | – | 13,0 | 97 | – | 10,8 |
| 2 | 188 | 58 | 72 | 23,5 | 51 | 53 | 18,2 | ||
| 3 | 182 | 21 | 70 | 32,3 | ≤ 26 | ≥ 65 | 22,2 | ||
| 220 | 6.9 x 213 | 1 | 214 | 107 | – | 13,0 | 107 | – | 10,8 |
| 2 | 208 | 69 | 70 | 24,7 | 61 | 86 | 18,9 | ||
| 3 | 202 | 30 | 71 | 34,2 | 16 ≥ ta ≤ 26 | 75 ≤ ti ≤ 85 | 24,7 | ||
| 240 | 6.9 x 233 | 1 | 234 | 117 | – | 13,0 | 117 | – | 10,8 |
| 2 | 228 | 78 | 72 | 25,8 | 71 | 86 | 19,7 | ||
| 3 | 222 | 40 | 71 | 34,8 | 26 | 85 | 27,3 | ||
| The bearing capacities given are for coniferous wood C24 (rk = 350 kg/m³). For other strength classes, the load capacities can be multiplied by the factors in Table 4. | |||||||||
| PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons. | |||||||||
| 2 | 100 | 15 ≤ ta ≤ 21 | 58 ≤ ti ≤ 70 | 17,1 | ≤ 26 | ≥ 48 | 11,8 | ||
| 3 | 90 | ≤ 21 | ≥ 24 | 15,3 | ≤ 26 | ≥ 19 | 10,5 | ||
| 140 | 6.9 x 133 | 1 | 130 | 65 | – | 11,3 | 65 | – | 8,39 |
| 2 | 120 | 25 | 70 | 20,3 | 18 ≤ ta ≤ 26 | 68 ≤ ti ≤ 84 | 14,3 | ||
| 3 | 110 | ≤ 21 | ≥ 34 | 19,0 | ≤ 26 | ≥ 29 | 13,1 | ||
| 160 | 6.9 x 153 | 1 | 150 | 75 | – | 12,6 | 75 | – | 9,18 |
| 2 | 140 | 34 | 72 | 21,3 | 27 | 86 | 16,7 | ||
| 3 | 130 | ≤ 21 | ≥ 44 | 22,7 | ≤ 26 | ≥ 39 | 15,6 | ||
| 180 | 6.9 x 173 | 1 | 170 | 85 | – | 13,0 | 85 | – | 10,0 |
| 2 | 160 | 44 | 72 | 22,1 | 37 | 86 | 17,6 | ||
| 3 | 150 | ≤ 21 | ≥ 54 | 26,4 | ≤ 26 | ≥ 49 | 18,1 | ||
| 200 | 6.9 x 193 | 1 | 190 | 95 | – | 13,0 | 95 | – | 10,7 |
| 2 | 180 | 54 | 72 | 23,1 | 47 | 86 | 18,0 | ||
| 3 | 170 | 15 ≤ ta ≤ 21 | 64 ≤ ti ≤ 70 | 30,1 | ≤ 26 | ≥ 59 | 20,7 | ||
| 220 | 6.9 x 213 | 1 | 210 | 105 | – | 13,0 | 105 | – | 10,8 |
| 2 | 200 | 65 | 70 | 24,2 | 57 | 86 | 18,6 | ||
| 3 | 190 | 24 | 71 | 33,2 | ≤ 26 | ≥ 69 | 23,2 | ||
| 240 | 6.9 x 233 | 1 | 230 | 115 | – | 13,0 | 115 | – | 10,8 |
| 2 | 220 | 74 | 72 | 25,5 | 26 | 12 | 19,3 | ||
| 3 | 210 | 34 | 71 | 34,4 | 20 ≤ ta ≤ 26 | 79 ≤ ti ≤ 85 | 25,7 | ||
| The bearing capacities given are for coniferous wood C24 (rk = 350 kg/m³). For other strength classes, the load capacities can be multiplied by the factors in Table 4. | |||||||||
| PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons. | |||||||||
| 7 | 4,38 | 4,71 | 4,98 | 5,21 | 5,60 | 5,92 | 6,20 |
| 8 | 4,94 | 5,31 | 5,61 | 5,88 | 6,31 | 6,68 | 6,99 |
| 9 | 5,49 | 5,90 | 6,24 | 6,53 | 7,02 | 7,42 | 7,77 |
| 10 | 6,04 | 6,49 | 6,86 | 7,18 | 7,72 | 8,16 | 8,54 |
| 60 | 28 | 70 | 26 |
| 70 | 26 | 76 | 27 |
| 80 | 24 | 79 | 28 |
| 90 | 21 | 80 | 28 |
| Calculation basis | |
| Sheet steel/wood connections with drill rod anchors are calculated in accordance with EN 1995-1-1 Section 8.6. Characteristic values of drill rod anchors: d = 6.9 mm, My,Rk = 43.5 Nmm The rod anchors must be pre-drilled to their nominal diameter and screwed in at one end flush with the surface at an angle of less than 90° to the direction of the grain. | |
| Prerequisites for using the tabulated values | |
| Sheet steel/wood connection with steel plates inside Sheet steel: strength min. S235, minimum sheet thickness 3 mm for sufficient bearing stress capacity of sheet steel with edge distances of e1 ≥ 3 x d0 and e2 ≥ 1.5 x d0. The load/grain angle a is 0° or 90°. The specified load capacities are not valid for other angles. The rod anchors must be arranged perpendicular to the direction of the grain. The rod anchors must be screwed in flush with the surface on one side. The specified thickness of the outer and inner wooden components (ta and ti) must be observed. The bearing capacities given are for coniferous woods with a characteristic bulk density pk of 350 kg/m³. Connections with rod anchors should contain at least 2 drill rod anchors. Connections using one drill rod anchor only have half the calculated load capacity. The minimum distances in line with EN 1995-1-1 Table 8.5. | |
| PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons. |