Catalog_Sprinkler attachment_EN_2023
Sprinkler attachment
Sprinkler attachment
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TECHNICAL INFORMATION<br />
fire protection<br />
certified F90<br />
Plug characteristic values for screws for concrete<br />
Type Multi-Mont i ® MMS for fastenings in masonry, galvanised<br />
Permissible loads 1) for the use in masonry made of solid block, lime-sand brick and<br />
ventilated lime sand block in accordance with General Design Certification Z-21.1-2103<br />
Characteristic values for solid blocks<br />
Building bricks MZ (DIN V 105-100:2012-01 / DIN <strong>EN</strong> 771-1:2015-11), bulk density ≥ 1.8 kg/dm³,<br />
minimum format ≥ NF / 240 x 115 x 71 mm, compression strength class > 36 N/mm 2 , drilling of holes - hammer drilled<br />
Size [mm] 7.5 10<br />
Total anchoring depth hnom [mm] 35 1) 55 65<br />
Nominal drill diameter d0 [mm] 6 6 8<br />
Drilled hole depth with cleaning h1 ≥ [mm] 40 65 75<br />
Drilled hole depth without cleaning h1 ≥ [mm] 55 80 90<br />
Minimum axial spacing parallel to horizontal joint Smin∥ = Smin⊥ [mm] 80 80 80<br />
Minimum axial spacing vertical to horizontal joint Smin∥ = Smin⊥ [mm] 80 80 80<br />
Minimum edge spacing cmin [mm] 80 80 80<br />
Component width hmin [mm] 115 115 115<br />
Setting tool<br />
screw drivers or hand assembly<br />
Max. torque when anchoring tinst max. [Nm] 3 3 6<br />
Permissible tensile load 2) Nperm [kN] 0.22 0.36 0.74<br />
Permissible transverse load 2) Vperm [kN] 0.22 0.36 0.74<br />
All the specifications in the General Design Certification must be taken into account when dimensioning.<br />
Static or quasi-static stress.<br />
Refer to the General Design Certification Z-21.1-2103 for further installation and plug characteristic values.<br />
1)<br />
Only for the <strong>attachment</strong> of redundant systems, no transverse load with lever arm permissible.<br />
2)<br />
According to EOTA TR 054:2016-04 partial safety coefficients on the resistance side of γMm = 2.5 and on the action side of<br />
γG = 1.35 were taken into account.<br />
For combined loads, groups of plugs, as well as axial and edge influences, please note the specifications of the design<br />
method A according to EOTA TR 054: 2016-04 and aBG Z-21.1-2103.<br />
Load assumptions for solid blocks also apply to larger stone dimensions and higher compressive strengths.<br />
Vertical and horizontal joints are mortared.<br />
Building bricks MZ, rated value FRD,fi under fire exposure 3)<br />
For screw anchors Multi-Monti ® -plus Type SS, P, MS, ST and I 4)<br />
Size [mm] 7.5<br />
Total anchoring depth hnom [mm] 55<br />
Rated value FRD,fi for tensile force and transverse force R 30 / FRD,fi,30 [kN] 0.3<br />
3)<br />
In In consideration of γfi = 1.0 on the resistance side.<br />
4)<br />
Combinated connection sockets are not permissible under fire stress.<br />
R 60 / FRD,fi,60 [kN] 0.3<br />
R 90 / FRD,fi,90 [kN] 0.3<br />
R 120 / FRD,fi,120 [kN] 0.2<br />
07/<strong>2023</strong><br />
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