|
|
Technical
information2K
- Reaction resin mortar |
|
PERFORMANCE DATA CONCRETE FOR STANDARD APPLICATION |
|
design values |
|
resin |
Concrete |
|
M8 |
M 10 |
M12 |
M16 |
M20 |
|
tension load |
≥
C20/25
|
NRk |
[kN] |
26,4 |
37,2 |
54,5 |
82,6 |
124,7 |
|
NRd |
[kN] |
14,7 |
20,6 |
30,3 |
45,9 |
69,3 |
|
safety factor for tension loads 1,8 acc. to ETAG |
|
shear load |
steel quality 5.8 |
V Rk |
[kN] |
9,9 |
15,8 |
22,9 |
43,2 |
67,5 |
|
|
[kN] |
7,9 |
12,6 |
18,3 |
34,6 |
54,0 |
|
rec. torque |
12,9 |
25,6 |
44,8 |
113,7 |
222,9 |
steel quality A4 |
|
[kN] |
|
22,1 |
32,0 |
60,5 |
94,5 |
|
|
[kN] |
8,9 |
14,1 |
20,5 |
38,8 |
60,6 |
|
rec. torque |
12 |
23,9 |
41,9 |
106,7 |
207,9 |
|
safety factor for share loads 1,56 acc. to ETAG |
|
| |
|
recommended loads |
|
resin |
Concrete |
|
M8 |
M 10 |
M12 |
M16 |
M20recom |
|
recommeded load in every direction |
≥20/25 |
Frec. [kN] |
10,5 |
14,7 |
21,6 |
32,8 |
49,5 |
|
| |
| |
|
installation parameters |
|
edge distance |
ccr,N |
[mm] |
80 |
90 |
110 |
130 |
170 |
|
min. edge distance |
cmin |
[mm] |
40 |
50 |
60 |
70 |
90 |
|
axial distance |
scr,N |
[mm] |
160 |
180 |
220 |
250 |
340 |
|
min. axial distance |
smin |
[mm] |
80 |
90 |
110 |
125 |
170 |
|
anchorage depth |
hef |
[mm] |
80 |
90 |
110 |
125 |
170 |
|
minimum partthickness |
h min |
[mm] |
130 |
140 |
160 |
175 |
220 |
|
thread diameter |
d |
[mm] |
8 |
10 |
12 |
16 |
20 |
|
drill diameter |
dB |
[mm] |
10 |
12 |
14 |
18 |
24 |
|
hole diameter in part |
dBau |
[mm] |
9 |
11 |
13,5 |
17,5 |
22 |
|
tightening torgue |
T inst. |
[Nm] |
10 |
20 |
40 |
60 |
120 |
|
| |
|
Technical information
2K - Reaction resin
mortar |
|
PERFORMANCE DATA / REBAR APPLICATION
INCONCRETE |
 |
|
paramerter |
rebar
diameter |
Drebar |
[mm] |
8 |
10 |
12 |
14 |
16 |
18 |
20 |
22 |
25 |
28 |
32 |
36 |
40 |
|
|
|
stress area |
As |
[mm] |
50,5 |
78,5 |
113,1 |
153,9 |
201,1 |
254,502 |
314,2 |
380,182 |
490,9 |
615,8 |
804,2 |
1017,2 |
1256,6 |
|
tesile strength |
Fuk |
[N/mm] |
550 |
|
yield stress |
Fyk |
[N/mm] |
500 |
|
hole diameter |
mim D |
[mm] |
10 |
12 |
16 |
18 |
20 |
22 |
25 |
28 |
30 |
35 |
40 |
42 |
48 |
|
max D |
[mm] |
12 |
14 |
18 |
20 |
22 |
25 |
28 |
30 |
32 |
37 |
|
enbedment
depth |
mim
hef |
[mm] |
80 |
90 |
110 |
115 |
125 |
150 |
170 |
190 |
210 |
260 |
310 |
340 |
370 |
|
|
|
bonding
strength without influence of edge-and axialdistance |
|
bonding strength1 |
fb,m |
[N/mm] |
23,1 |
23,1 |
23,1 |
23,1 |
23,1 |
21,5 |
20,1 |
18,9 |
17,4 |
16,2 |
14,9 |
13,8 |
12,9 |
|
bonding strength2 |
fb,k |
[N/mm] |
15,7 |
15,7 |
15,7 |
15,7 |
15,7 |
14,6 |
13,6 |
12,8 |
11,8 |
11,0 |
10,1 |
9,4 |
8,8 |
|
bonding strength3 |
fb,d |
[N/mm] |
7,3 |
7,3 |
7,3 |
7,3 |
7,3 |
6,8 |
6,3 |
5,9 |
5,5 |
5,1 |
4,7 |
4,4 |
4,1 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1) |
fb,m= |
ulimate bonding streng |
|
2) |
fb,k= |
charateristic value of the bonding
strength |
|
3) |
fb,d |
desgin value of the bonding
strngth including the safety factor 2,16 |
|
|
|
|
|
|
factor of the concrete strength fsc |
|
strength class |
C20/25 |
0,83 |
|
C20/30 |
0,92 |
|
factor for wet or submerged concrete
fwc |
|
C20/37 |
1,00 |
|
C20/50 |
1,15 |
|
dry concrate |
wet concrate |
submerged concrate |
|
|
|
|
|
1,0 |
0,9 |
0,6 |
x |
|
|
|
