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International Catalogue

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Injection for aerated concrete with FIS A<br />

ACCESSORIES<br />

Cone drill PBB<br />

Approval<br />

Centring sleeve PBZ<br />

Item Art.-No. DIBt [pcs]<br />

Cone drill PBB 090634 ▯ M8 - M12; FIS E 1<br />

Centring sleeve PBZ 090671 ▯ M8 - M12; FIS E 10<br />

LOADS<br />

Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A 5) resp. internal threaded socket FIS E 5) and centring<br />

sleeve PBZ.<br />

Highest permissible loads 1) 6) for a single anchor in aerated concrete walls.<br />

For the design the complete approval Z-21.3-1824 has to be considered.<br />

Fits<br />

Sales unit<br />

Aerated concrete wall<br />

Type<br />

Compressive<br />

brick strength<br />

Effective<br />

anchorage depth 4)<br />

Brick type,<br />

naming acc. DIN<br />

Installation torque Permissible<br />

load 3)<br />

Min.<br />

spacing 2)<br />

Min.<br />

edge distance 2)<br />

f b h ef [-] T inst F perm s min (a min ) c min (a r )<br />

[N/mm²] [mm] [-] [Nm] [kN] [mm] [mm]<br />

Aerated concrete block PB, PP<br />

M8 - M12 2 75 PB, PP 10,0 0,90 50 100<br />

M8 - M12 2 95 4) PB, PP 10,0 1,30 50 150<br />

M8 - M12 4 75 PB, PP 10,0 1,20 50 100<br />

M8 - M12 4 95 4) PB, PP 10,0 1,70 50 150<br />

M8 - M12 6 75 PB, PP 10,0 1,60 50 100<br />

M8 - M12 6 95 4) PB, PP 10,0 2,10 50 150<br />

Reinforced aerated concrete wall panel P<br />

M8 - M12 2,2 75 P2,2 10,0 0,90 50 100<br />

M8 - M12 2,2 95 4) P2,2 10,0 1,40 50 150<br />

M8 - M12 3,3 75 P3,3 10,0 1,20 50 100<br />

M8 - M12 3,3 95 4) P3,3 10,0 1,60 50 150<br />

M8 - M12 4,4 75 P4,4 10,0 1,40 50 100<br />

M8 - M12 4,4 95 4) P4,4 10,0 1,90 50 150<br />

1)<br />

Required safety factors are considered.<br />

2)<br />

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

3)<br />

Valid for tensile load, shear load and oblique load under any angle. For combinations of tensile<br />

loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor<br />

groups) see approval.<br />

4)<br />

Values apply to threaded rod FIS A. When using the internal threaded socket FIS E (M6 and M8)<br />

the anchorage depth is 85 mm instead of 95 mm.<br />

5)<br />

gvz and A4. For FIS E screw with grade 5.8 resp. A4-70.<br />

6)<br />

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

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

approval.<br />

Chemical fixings<br />

121

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