Fixings for Concrete
Cast-in Channel:
Fixing to a
cast-in stainless steel channel can speed up installation of Qwik-Fix™ Angle
considerably because it negates the need for on site drilling.
|
|
K 38/17-200 A2 Stainless Channel |
|
Design
Tensile Load Capacity (kN) |
7.0 per fixing |
|
Design Shear
Load Capacity (kN) |
8.0 per fixing |
|
Minimum
Fixing Centres (mm)* |
300 |
|
Minimum
Edge Distance (mm)* |
75 |
|
Minimum
Corner Distance (mm)* |
50 |
|
Minimum
Spacing (mm)* |
100 |
|
Channel
Width (mm) |
38 |
|
Channel
Gauge (mm) |
3 |
|
Channel
Opening (mm) |
18 |
|
Anchoring
Depth from Concrete Face (h) |
50mm |
|
Material |
A2 Stainless |
|
Fixing
Bolt |
M12 |
* Loads shown are based on non-cracked concrete C20/25 without axial spacing and edge influences. Where factors apply please contact the Qwik-Fix technical department for guidance

Mechanical Expansion Bolts
|
|
FBN 12/45+65 A4 Standard Bolt for Use in
Uncracked Concrete |
FAZ II 12/20 A4 High Performance
Bolt for Use in Cracked Concrete |
|
Design
Tensile Load (kN) |
13.9 |
10.7 |
|
Design Shear
Load (kN) |
17.5 |
23.6 |
|
Minimum
Edge Distance (mm)* |
75 |
55 |
|
Minimum
Spacing (mm)* |
80 |
50 |
|
Maximum
Fixing Thickness (mm) |
45 |
20 |
|
Material |
A4 Stainless |
A4 Stainless |
|
Design
Method |
ETAG 001 Annex C |
ETAG 001 Annex C |
|
European
Technical Approval No. |
02/0037 |
01/0015 |
* Loads shown are based on C20/25 concrete
without axial spacing and edge influences. Where factors apply please contact
the Qwik-Fix technical department for guidance.
Chemical Anchors
|
|
RG M12 x 160 A4 Standard Anchor for Use in
Uncracked Concrete |
FHB II-A S A4 M 12 x 75/25 High
Performance Anchor for Use in Cracked Concrete |
|
Design
Tensile Load (kN) |
17.2 |
15.6 |
|
Design Shear
Load (kN) |
18.9 |
29.9 |
|
Minimum
Edge Distance (mm)* |
55 |
40 |
|
Minimum
Spacing (mm)* |
55 |
40 |
|
Maximum
Fixing Thickness (mm) |
25 |
25 |
|
Curing
Time @ Temp. (mins) -5˚C –
0˚C 1˚C – 10˚C 10˚C – 20˚C ≥20˚C |
240 45 20 10 |
8 6 4 2 |
|
Design
Method |
TR29 for bonded anchors |
ETAG 001 Annex C |
|
European
Technical Approval No. |
08/0010 |
05/164 |
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