Catalog_Sprinkler attachment_EN_2023

TECHNICAL INFORMATION
Characteristic values for injection anchor XV Plus
Loads for injection system VMU Plus with anchor rods VMU-A/IG/VM-A, galvanised, A4
and HCR for masonry in accordance with European Technical Assessment ETA-13/0909.
Characteristic values for perforated blocks with perforated sleeve
Anchor rods: Steel ≥ FKL 5.8, A4, HCR ≥ FKL 70 M8 M10 M12 IG-M8
Perforated sleeves: VM-SH 12 x 80 16 x 85 20 x 85 20 x 85
Perforated brick Porotherm Homebric acc. to EN 771-1, bulk density: 0.7 kg/dm 3 , minimum format: 500 x 200 x 299 mm (e.g. Wienerberger)
Anchoring depth hef mm 80 85 85 85
Axial spacing parallel to horizontal joint scr,II mm 500 500 500 500
Axial spacing vertical to horizontal joint scr,_I_ mm 300 300 300 300
Minimum axial spacing smin mm 100 100 100 100
Edge spacing ccr mm 100 100 120 120
Minimum edge spacing cmin 1) mm 100 100 120 120
Minimum component thickness (masonry) hmin mm 115 115 115 115
Permissible tensile load
for compressive strength
Permissible transverse load
for compressive strength
fb ≥ 4 N/mm 2 perm. N kN 0.26 0.26 0.26 0.26
fb ≥ 6 N/mm 2 perm. N kN 0.26 0.26 0.26 0.26
fb ≥ 10 N/mm 2 perm. N kN 0.34 0.34 0.34 0.34
fb ≥ 4 N/mm 2 perm. V kN 0.57 0.57 0.71 0.71
fb ≥ 6 N/mm 2 perm. V kN 0.71 0.71 0.86 0.86
fb ≥ 10 N/mm 2 perm. V kN 0.86 0.86 1.14 1.14
Vertically perforated brick HLz-16-DF acc. to EN 771-1, bulk density: 0.8 kg/dm 3 , minimum format: 497 x 240 x 238 mm (e.g. Unipor)
Anchoring depth hef mm 80 85 85 85
Axial spacing parallel to horizontal joint scr,II mm 497 497 497 497
Axial spacing vertical to horizontal joint scr,_I_ mm 238 238 238 238
Minimum axial spacing smin mm 100 100 100 100
Edge spacing ccr mm 100 100 120 120
Minimum edge spacing cmin 1) mm 100 100 120 120
Minimum component thickness (masonry) hmin mm 115 115 115 115
Permissible tensile load
for compressive strength
Permissible transverse load
for compressive strength
fb ≥ 6 N/mm 2 perm. N kN 0.71 0.71 0.71 0.71
fb ≥ 8 N/mm 2 perm. N kN 0.86 0.86 0.86 0.86
fb ≥ 12 N/mm 2 perm. N kN 1.00 1.00 1.00 1.00
fb ≥ 14 N/mm 2 perm. N kN 1.14 1.14 1.14 1.14
fb ≥ 6 N/mm 2 perm. V kN 0.71 1.29 1.43 1.43
fb ≥ 8 N/mm 2 perm. V kN 0.86 1.57 1.71 1.71
fb ≥ 12 N/mm 2 perm. V kN 1.14 1.86 2.00 2.00
fb ≥ 14 N/mm 2 perm. V kN 1.14 1.86 2.00 2.00
Perforated brick Doppio Uni acc. to EN 771-1, bulk density: 0.9 kg/dm 3 , minimum format: 250 x 120 x 120 mm (e.g. Wienerberger)
Anchoring depth hef mm 80 85 85 85
Axial spacing parallel to horizontal joint scr,II mm 250 250 250 250
Axial spacing vertical to horizontal joint scr,_I_ mm 120 120 120 120
Min. Axial spacing parallel to horizontal joint smin,II mm 100 100 100 100
Min. Axial spacing vertical to horizontal joint smin,_I_ mm 120 120 120 120
Edge spacing ccr mm 100 100 120 120
Minimum edge spacing cmin 1) mm 60 60 60 60
Minimum component thickness (masonry) hmin mm 115 115 115 115
Permissible tensile load
for compressive strength
Permissible transverse load
for compressive strength
fb ≥ 10 N/mm 2 perm. N kN 0.17 0.17 0.17 0.17
fb ≥ 16 N/mm 2 perm. N kN 0.21 0.21 0.21 0.21
fb ≥ 20 N/mm 2 perm. N kN 0.26 0.26 0.26 0.26
fb ≥ 28 N/mm 2 perm. N kN 0.34 0.34 0.34 0.34
fb ≥ 10 N/mm 2 perm. V kN 0.43 0.43 0.43 0.43
fb ≥ 16 N/mm 2 perm. V kN 0.57 0.57 0.57 0.57
fb ≥ 20 N/mm 2 perm. V kN 0.57 0.57 0.57 0.57
fb ≥ 28 N/mm 2 perm. V kN 0.71 0.71 0.71 0.71
Ventilated lime sand block KSL-3DF acc. to EN 771-2, bulk density: 1.4 kg/dm 3 , minimum format: 240 x 175 x 113 mm (e.g. Wemding)
Anchoring depth hef mm 80 85 85 85
Axial spacing parallel to horizontal joint scr,II mm 240 240 240 240
Axial spacing vertical to horizontal joint scr,_I_ mm 120 120 120 120
Minimum axial spacing smin mm 120 120 120 120
Edge spacing ccr mm 100 100 120 120
Minimum edge spacing cmin mm 60 60 60 60
Minimum component thickness (masonry) hmin mm 115 115 115 115
Permissible tensile load
for compressive strength
Permissible transverse load
for compressive strength
1)
For VRk,c : cmin according to ETAG 029, annex C.
Type MKT injection system VMU Plus for perforated blocks with perforated sleeve
fb ≥ 8 N/mm 2 perm. N kN 0.43 0.43 1.29 1.29
fb ≥ 12 N/mm 2 perm. N kN 0.57 0.57 1.71 1.71
fb ≥ 14 N/mm 2 perm. N kN 0.71 0.71 1.86 1.86
fb ≥ 8 N/mm 2 perm. V kN 0.71 1.14 1.14 1.14
fb ≥ 12 N/mm 2 perm. V kN 0.86 1.29 1.29 1.29
fb ≥ 14 N/mm 2 perm. V kN 1.00 1.71 1.71 1.71
07/2023
Permissible loads without the effects of axial and edge spacing to component edges.
Vertical and horizontal joints are mortared. The safety coefficient in accordance with ETAG is included (γM and γF).
Temperature range +24 °C/+40 °C − use category dry/dry.
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