HPD Light duty metal anchors Aerated concrete anchor Anchor version
Benefits - Anchor for autoclaved aerated concrete - Maximum use of base material capacity
HPD
- Setting without drilling Base material
Load conditions
Autoclaved aerated concrete
Fire resistance
Other information
Sprinkler approved
Approvals / certificates Description Allgemeine bauaufsichtliche Zulassung (national approval in Germany) a) Fire test report Assessment report (fire) Sprinkler
Authority / Laboratory
No. / date of issue
DIBt, Berlin
Z-21.1-1729 / 2011-05-31
IBMB, Braunschweig warringtonfire VdS, Cologne
UB 3077/3602-Nau- / 2002-02-05 WF 327804/A / 2013-07-10 G 4981083 / 2008-01-01
Basic loading data All data in this section applies to: Correct setting (See setting instruction) No edge distance and spacing influence Autoclaved aerated concrete (AAC) Load data given in the tables is independent of load direction Minimum base material thickness Recommended loads for a single anchor Anchor size Non-cracked AACa) AAC 2 AAC blocks AAC 4, AAC 6 P 3,3 AAC wall members P 4,4 Cracked AAC P 3,3 AAC ceiling members P 4,4 a)
1
M6
M8
M10
[kN] [kN] [kN] [kN]
0,4 0,8 0,6 0,8
0,4 0,8 0,6 0,8
0,6 1,2 0,8 1,2
[kN] [kN]
0,6 0,8
0,6 0,8
0,8 1,2
In case of small sized AAC blocks (<= 250mm x 500mm x thickness) the recommended load has to be reduced with a factor 0,6.
Updated: Sept-14
Recommended loads for a group of two anchor with a spacing 100mm s 200mm Anchor size M6 Non-cracked AACa) AAC 2 [kN] 0,4 AAC blocks AAC 4, AAC 6 [kN] 0,8 P 3,3 [kN] 0,6 AAC wall members P 4,4 [kN] 0,8 Cracked AAC P 3,3 [kN] 0,6 AAC ceiling members P 4,4 [kN] 0,8 a)
M10
0,4 0,8 0,6 0,8
0,6 1,2 0,8 1,2
0,6 0,8
0,8 1,2
In case of small sized AAC blocks (<= 250mm x 500mm x thickness) the recommended load has to be reduced with a factor 0,6.
Recommended loads for a group of two anchor with a spacing s ≥ 200mm Anchor size M6 Non-cracked AACa) AAC 2 [kN] 0,6 AAC blocks AAC 4, AAC 6 [kN] 1,1 P 3,3 [kN] 0,8 AAC wall members P 4,4 [kN] 1,1 Cracked AAC P 3,3 [kN] 0,8 AAC ceiling members P 4,4 [kN] 1,1 a)
M8
M8
M10
0,6 1,1 0,8 1,1
0,8 1,7 1,1 1,7
0,8 1,1
1,1 1,7
In case of small sized AAC blocks (<= 250mm x 500mm x thickness) the recommended load has to be reduced with a factor 0,6.
Materials Mechanical properties Anchor size Nominal tensile strength
fuk
Yield strength
fyk
Stressed cross-section Moment of resistance
As W
Char. bending resistance for rod 0 M Rk,s or bolt
Carbon steel Stainless steel Carbon steel Stainless steel
[N/mm²] [N/mm²] [mm²] [mm³]
Carbon steel Stainless steel
[Nm]
M6 800 750 20,1 12,7 12 11
M8 500 565 36,6 31,2 19 21
M10 500 565 58 62,3 37 42
The recommended bending moment shall be calculated by dividing the characteristic bending moment by 1,4 and 1,25.
Material quality Part All parts
Material HPD
Carbon steel, galvanised to min. 5 µm
HPD (stainless steel)
Stainless steel
Anchor dimension Anchor size Minimum thickness of fixture Maximum thickness of fixture* Anchor diameter Length of the expansion sleeve Length of the cone
Updated: Sept-14
tfix,min tfix,max d1 lc ld
[mm] [mm] [mm] [mm] [mm]
M6 0 30 9,8
M8 0 20 11,8 70 12
M10 0 30 13,8
2
Setting information Setting details Anchor size Diameter of clearance hole in the fixture Effective anchorage depth Torque moment Width across
df ≤ hef Tinst SW
[mm] [mm] [Nm] [mm]
M6 7 62 3 10
M8 9 62 5 13
M10 12 62 8 17
Visible setting control (blue ring)
tfix
hef hmin
Installation equipment Anchor size Manual setting tool (to be used with a hammer) Setting Machine setting tool (to be used with a rotary hammer in pure hammering mode) Setting parameters Anchor size Minimum base material thickness Of anchors in a group Min. Of anchor groups spacing Min. edge to member edge and to vertical joints distance to horizontal joints 3
M6/10 HPE-G 6/10
M6/30 HPE-G 6/30
M8/10 HPE-G 8/10
M8/20 HPE-G 8/20
-
-
-
-
M6 hmin smin,anchor smin,group cmin,1 cmin,2
[mm] [mm] [mm] [mm] [mm]
150 50
M10/10
M10/30
-
-
HPE-M 10/10
HPE-M 10/30
M8 175 100 / 200 600 150 50
M10
150 50
Updated: Sept-14
cmin,1 smin,anchor
cmin,2
smin,group hmin
cmin,1
smin,group cmin,1 Axis of the plate
smin,anchor cmin,1 Allowable fixing area for anchors of roof and ceiling plates according DIN 4223
Width of plate
Setting instruction *For detailed information on installation see instruction for use given with the package of the product. Setting instruction 1. Insert the cone bolt 2. Insert the expansion 3. Drive in the sleeve 4. Tighten the nut by hammering it in, sleeve over the by hammering or until the blue ring until setting tool threaded rod. with the machine becomes visible. touches surface. setting tool.
Updated: Sept-14
4