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International Catalogue

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Resin anchor R with threaded rod RG M<br />

SETTING TOOLS<br />

Setting tool with SDS adapter<br />

For simple installation of bonded anchors for example Resin anchor R, Highbond anchor FHB II<br />

← +<br />

→<br />

included with each package<br />

Adapter for installing anchor rods<br />

Threaded rods without external hex-drive (special lengths).<br />

Important: use counter nut!<br />

←<br />

RA-SDS<br />

+<br />

+<br />

+<br />

+<br />

SDS max 1/2“ VK<br />

SDS max 3/4“ VK<br />

SDS plus 1/2“ VK<br />

SK SW 8 1/2“ VK<br />

Chemical fixings<br />

LOADS<br />

Resin anchor R with threaded rod RG M (grade 5.8)<br />

Highest permissible loads for a single anchor 1) 6) in concrete C20/25 4)<br />

For the design the complete approval ETA - 08/0010 has to be considered.<br />

Non-cracked concrete<br />

Type<br />

Effective<br />

anchorage depth<br />

Minimum<br />

member thickness<br />

Installation<br />

torque<br />

Permissible<br />

tensile load<br />

Permissible<br />

shear load<br />

Min.<br />

spacing<br />

Min.<br />

edge distance<br />

h ef h min T inst<br />

3)<br />

N perm<br />

3)<br />

V perm<br />

2)<br />

s min<br />

2)<br />

c min<br />

[mm] [mm] [Nm] [kN] [kN] [mm] [mm]<br />

RG M 8 80 110 10,0 8,8 4,2 40 40<br />

RG M 10 90 120 20,0 12,3 7,6 45 45<br />

RG M 12 110 150 40,0 19,8 11,0 55 55<br />

RG M 12E 150 200 40,0 21,1 11,0 75 75<br />

RG M 16 125 160 60,0 28,4 20,5 65 65<br />

RG M 16E 190 250 60,0 39,3 20,5 95 95<br />

RG M 20 170 220 120,0 45,8 32,0 85 85<br />

RG M 20E 240 300 120,0 60,9 32,0 120 120<br />

RG M 24 210 280 150,0 64,1 46,1 105 105<br />

RG M 24E 290 380 150,0 87,7 46,1 145 145<br />

RG M 27 250 330 200,0 85,8 60,1 125 125<br />

RG M 30 280 370 300,0 100,5 73,3 140 140<br />

1)<br />

The partial safety factors for material resistance as regulated in the approval as well as a partial<br />

safety factor for load actions of L = 1,4 are considered. As an single anchor counts e.g. an anchor<br />

with a spacing s ≥ 3 x h ef and an edge distance c ≥ 1,5 x h ef . Accurate data see approval.<br />

2)<br />

Minimum possible axial spacings resp. edge distance while reducing the permissible load.<br />

3)<br />

For combinations of tensile loads, shear loads, bending moments as well as reduced edge<br />

distances or spacings (anchor groups) see approval.<br />

4)<br />

For higher concrete strength classes up to C50/60 higher permissible loads may be possible.<br />

6)<br />

The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate<br />

up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.<br />

61

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