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Technical information2K - Reaction resin mortar |
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PERFORMANCE DATA / APPROVED APPLICATION IN CONCRETE |
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design values |
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* Attend approvals!
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M 10
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M 12
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M 16
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pull out and concrete cone failure
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C20/25 (50°C / 80°C)
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N° Rk,c
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[kN]
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20,0
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25,0
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35,0
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NRk,p
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[kN]
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C20/25 (72°C / 120°C)
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N°Rk,c
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[kN]
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16,0
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20,0
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30,0
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'^ Rk,p
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[kN]
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increasing factors for concrete
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C30/37
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¥c
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1,22
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C40/50
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¥c
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1,41
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C50/60
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¥c
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1,55
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safety factor for tension l
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oads 1,8 acc. to ETAG
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steel failure without lever arm
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quality 5.8
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V Rk,s
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[kN]
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15,0
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22,0
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41,0
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safety factor
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YMs
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1,30
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quality A4; HC
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V Rk,s
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[kN]
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20,0
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30,0
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55,0
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safety factor
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YMs
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1,56
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steel failure with lever arm
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quality 5.8
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M°Rk/S
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[Nm]
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39,0
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68,0
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173,0
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safety factor
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YMs
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1,30
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quality A4; HC
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M°Rk,s
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[Nm]
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52,0
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92,0
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233,0
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safety factor
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YMs
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1,56
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installation parameters
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edge distance |
Ccr,N |
[mm] |
90 |
110 |
125 |
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min. edge distance |
Cmin |
[mm] |
45 |
55 |
62,5 |
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axial distance |
Scr,N |
[mm] |
180 |
220 |
250 |
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min. axial distance |
Smin |
[mm] |
90 |
110 |
125 |
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anchorage depth |
hef |
[mm] |
90 |
110 |
125 |
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minimum partthickness |
h min |
[mm] |
130 |
160 |
160 |
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thread diameter |
d |
[mm] |
10 |
12 |
16 |
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drill diameter |
dB |
[mm] |
12 |
14 |
18 |
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brush diameter |
dbrush |
[mm] |
14 |
16 |
20 |
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hole diameter in part |
dpart |
[mm] |
12 |
14 |
18 |
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tightening torgue |
Tinst. |
[mm] |
20 |
40 |
60 |
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Technical information2K - Reaction resin mortar |
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PERFORMANCE DATA /STANDARD APPLICATION IN CONCRETE |
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design values
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resin
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Concrete / Steel
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Anchor
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M8
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M10
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M12
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M16
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M20
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tension load
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P C20/25
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Nrk
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[kN]
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15,9
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25,0
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34,9
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49,9
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74,6
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NRd
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[kN]
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8,8
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13,9
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19,4
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27,7
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41,5
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safety factor for tension loads 1,8 acc. to ETAG
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shear load
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steel quality 5.8
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VRk
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[kN]
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9,8
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16,0
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22,9
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43,2
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67,5
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V Rd
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[kN]
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7,9
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12,8
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18,3
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34,6
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54,0
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rec. torque
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12,7
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25,6
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45,1
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117,1
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229,0
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steel quality A4
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V Rk
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[kN]
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13,8
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22,4
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32,0
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60,5
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94,5
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V Rd
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[kN]
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8,8
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14,4
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20,5
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38,8
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60,6
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rec. torque
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14,3
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28,7
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50,56
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131,4
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256,8
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safety factor for share loads 1,56 acc. to ETAG
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recommended loads |
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resin
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Concrete
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M8
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M10
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M12
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M16
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M20
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load in every direction
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≥ C20/25
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Frec
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[kN]
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6,3
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9,9
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13,9
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19,8
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installation parameters |
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edge distance |
ccr,N
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[mm]
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80
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90
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110
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130
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170
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min. edge distance |
cmin
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[mm]
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40
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50
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60
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70
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90
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axial distance |
scr,N
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[mm]
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160
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180
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220
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250
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340
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min. axial distance |
smin
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[mm]
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80
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90
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110
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125
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170
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anchorage depth |
hef
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[mm]
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80
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90
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110
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125
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170
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minimum partthickness |
h min
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[mm]
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130
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140
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160
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175
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220
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thread diameter |
d
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[mm]
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8
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10
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12
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16
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20
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drill diameter |
dB
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[mm]
|
10
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12
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14
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18
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24
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hole diameter in part |
dBau
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[mm]
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9
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11
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13,5
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17,5
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22
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tightening torgue |
T inst.
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[Nm]
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10
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20
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40
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60
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120
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Technical information 2K - Reaction resin mortar |
PERFORMANCE DATA / HOLLOW BRICK |
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recommended loads
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standard sleeve
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approved sleeve*
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stone
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strength class
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M 6
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M 8
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M 10
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M 12
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M 8
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M 10
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hollow brick
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Hlz 4
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Frec. [kN]
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0,3
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0,3
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0,3
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0,3
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0,3
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0,3
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Hlz 6
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0,4
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0,4
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0,4
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0,4
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0,4
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0,4
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Hlz 12
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0,7
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0,8
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0,8
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0,8
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0,8
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0,8
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sand-lime hollow brick
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KSL 4
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Frec. [kN]
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0,3
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0,3
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0,3
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0,3
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0,3
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0,3
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KSL 6
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0,4
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0,4
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0,4
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0,4
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0,4
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0,4
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KSL 12
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0,7
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0,8
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0,8
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0,8
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0,8
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0,8
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sand-lime solid brick
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KS 12
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Frec. [kN]
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0,5
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1,7
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1,7
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1,7
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1,7
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1,7
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solid brick
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Mz 12
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Frec. [kN]
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0,5
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1,7
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1,7
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1,7
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1,7
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1,7
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light concrete hollow brick
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Hbl 2
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Frec. [kN]
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0,3
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0,3
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0,3
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0,3
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-
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-
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Hbl 4
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0,5
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0,6
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0,6
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0,6
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-
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-
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concrete hollow brick
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Hbn 4
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Frec. [kN]
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0,5
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0,6
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0,6
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0,6
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-
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-
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standard sleeve
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9x50
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[mm]
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x
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13x85
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x
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x
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x
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13x130
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x
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x
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approved sleeve
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SH 13x100
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[mm]
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x
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SH 15x100
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x
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installation parameters
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standard sleeve
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approved sleeve*
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axial distance plug group
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scr,N
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[mm]
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Hlz, KSL, Mz, KS = 100 Hbl, Hbn = 200
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100
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min. axial distance plug group
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min s
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[mm]
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Hlz, KSL , Mz, KS = 50 Hbl, Hbn = 200
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50
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axial distance between singel plugs
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ssingl.
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[mm]
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250
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250
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dge distance
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ccr,N
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[mm]
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250
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200
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250
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in. edge distance
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min c
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[mm]
|
250
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50
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60
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rilling depth
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hef
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[mm]
|
55
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90
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90
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90
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105
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105
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drilling depth without sleeve
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hef
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[mm]
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65
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85
|
95
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100
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85
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95
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minimum partthickness
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h min
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[mm]
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110
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110
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rill diameter
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dB
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[mm]
|
11
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16
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16
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16
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14
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16
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hole diameter in dart
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dBau
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[mm]
|
7
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9
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12
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14
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9
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12
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ightening torgue
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T inst.
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[Nm]
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3
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8
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8
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8
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2
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2
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