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ÇEKME
MUKAVEMETLERİ -
ST 30i
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Technical
information2K
- Reaction resin mortar |
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PERFORMANCE DATA CONCRETE FOR STANDARD APPLICATION |
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design values |
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Concrete / Steel |
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M8 |
M10 |
M12 |
M16 |
M20 |
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tension load |
P
C20/25 |
NRk |
[kN] |
12,3 |
18,4 |
26,0 |
30,2 |
48,1 |
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NRd |
[kN] |
6,9 |
10,2 |
14,4 |
16,8 |
26,7 |
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safety factor for tension loads 1,8 acc. to ETAG |
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shear load |
steel quality 5.8 |
VRk |
[kN] |
9,8 |
16,0 |
22,9 |
43,2 |
67,5 |
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V Rd |
[kN] |
7,9 |
12,8 |
18,3 |
34,6 |
54,0 |
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rec. torque |
12,7 |
25,6 |
45,1 |
117,1 |
229,0 |
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steel quality A4 |
VRk |
[kN] |
13,8 |
22,4 |
32,0 |
60,5 |
94,5 |
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VRd |
[kN] |
8,8 |
14,4 |
20,5 |
38,8 |
60,6 |
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rec. torque |
14,3 |
28,7 |
50,56 |
131,4 |
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 |
Concrete |
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M 8 |
M 10 |
M 12 |
M 16 |
M 20 |
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load in every direction |
P
C20/25 |
Frec. [kN] |
4,9 |
7,3 |
10,3 |
12,0 |
19,1 |
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installation parameters |
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edge distance |
ccr,N |
[mm] |
80 |
90 |
110 |
130 |
170 |
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min. edge distance |
cmin |
[mm] |
40 |
50 |
60 |
70 |
90 |
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axial distance |
scr,N |
[mm] |
160 |
180 |
220 |
250 |
340 |
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min. axial distance |
smin |
[mm] |
80 |
90 |
110 |
125 |
170 |
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anchorage depth |
hef |
[mm] |
80 |
90 |
110 |
125 |
170 |
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minimum partthickness |
h min |
[mm] |
130 |
140 |
160 |
175 |
220 |
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thread diameter |
d |
[mm] |
8 |
10 |
12 |
16 |
20 |
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drill diameter |
dB |
[mm] |
10 |
12 |
14 |
18 |
24 |
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hole diameter in part |
dBau |
[mm] |
9 |
11 |
13,5 |
1 7,5 |
22 |
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tightening torgue |
T
inst. |
[mm] |
10 |
20 |
40 |
60 |
120 |
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Technical information
2K - Reaction resin
mortar |
PERFORMANCE DATA / HOLLOW BRICK |
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recom m ended
loads |
standard sleeve |
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stone |
strength class |
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M 6 |
M 8 |
M 10 |
M 12 |
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hollow brick |
H
Iz 4 |
Frec.
[kN
] |
0,3 |
0,3 |
0,3 |
0,3 |
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H
Iz 6 |
0,4 |
0,4 |
0,4 |
0,4 |
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H
Iz 1 2 |
0,7 |
0,8 |
0,8 |
0,8 |
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sand-lim e hollow brick |
KS L 4 |
Frec.
[kN
] |
0,3 |
0,3 |
0,3 |
0,3 |
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KS L 6 |
0,4 |
0,4 |
0,4 |
0,4 |
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KS L 1 2 |
0,7 |
0,8 |
0,8 |
0,8 |
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sand-lim e solid brick |
KS 1 2 |
Frec.
[kN
] |
0,5 |
1 ,7 |
1 ,7 |
1 ,7 |
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solid brick |
M z 1 2 |
Frec.
[kN
] |
0,5 |
1 ,7 |
1 ,7 |
1 ,7 |
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light concrete hollow b ric k |
H bl 2 |
Frec.
[kN
] |
0,3 |
0,3 |
0,3 |
0,3 |
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H bl 4 |
0,5 |
0,6 |
0,6 |
0,6 |
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concrete hollow brick |
H bn 4 |
Frec.
[kN
] |
0,5 |
0,6 |
0,6 |
0,6 |
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standard sleeve |
9x5 0 |
[m m ] |
X |
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13x85 |
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X |
X |
X |
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13x130 |
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X |
X |
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in sta lla tio n p
a ra m ete rs |
standard sleeve |
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axial distance plug g roup |
S
cr,N |
[m m ] |
H
Iz, KSL , M z, KS = 100
Hbl, Hbn = 200 |
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m in. axial distance plug g roup |
min
s |
[m m ] |
H Iz,
KSL , M z, KS = 50 Hbl, Hbn = 200 |
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axial distance betw een sing el plug
s |
s
s
in
g
l. |
[m m ] |
250 |
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edg e distance |
C
cr,N |
[m m ] |
250 |
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m in. edge distance |
min
c |
[m m ] |
250 |
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drillin g dep th |
hef |
[m m ] |
55 |
90 |
90 |
90 |
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drilling depth w ithout sleeve |
hef |
[m m ] |
65 |
85 |
95 |
100 |
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minimum
partth
ick
n es s |
h m in |
[m m ] |
110 |
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d rill d iam eter |
d
B |
[m m ] |
11 |
16 |
16 |
16 |
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hole diam eter in dart |
d
Bau |
[m m ] |
7 |
9 |
12 |
14 |
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tig htening
torg ue |
T
in
s
t. |
[N m ] 3 |
8 |
8 |
8 |
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