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R-KER-II Hybrid resin with Threaded Rods
High strength and versatile application in cracked and non-cracked concrete with threaded rods.
Technical Data Sheet
Features and benefits
- Approved for use with threaded rods in cracked and non-cracked concrete
- Suitable for use in dry or wet substrates and water filled holes
- For faster curing winter version of the resin can be used
- Approved for 3 types of hole cleaning (including use of dustless drill bit)
- Special nozzle with longer mixer for more comfortable and precise application
- Suitable for multiple use. Partly used product can be reused after fitting new nozzle
- Very high load capacity
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Product Code |
Resin |
Description / Resin Type |
Volume |
[ml] | |||
R-KER-II-300 |
R-KER-II |
R-KER II Hybrid Resin |
300 |
R-KER-II-345 |
R-KER-II |
R-KER II Hybrid Resin |
345 |
R-KER-II-400 |
R-KER-II |
R-KER II Hybrid Resin |
400 |
R-KER-II-300-S |
R-KER-II-S |
R-KER II Hybrid Resin for High Temperature (Summer) / Slow Cure Styrene Free Hybrid Resin |
300 |
R-KER-II-400-S |
R-KER-II-S |
R-KER II Hybrid Resin for High Temperature (Summer) / Slow Cure Styrene Free Hybrid Resin |
400 |
R-KER-II-300-W |
R-KER-II-W |
R-KER II Hybrid Resin for Low Temperature (Winter) / Rapid Cure Styrene Free Hybrid Resin |
300 |
R-KER-II-345-W |
R-KER-II-W |
R-KER II Hybrid Resin for Low Temperature (Winter) / Rapid Cure Styrene Free Hybrid Resin |
345 |
R-KER-II-400-W |
R-KER-II-W |
R-KER II Hybrid Resin for Low Temperature (Winter) / Rapid Cure Styrene Free Hybrid Resin |
400 |
R-STUDS
Size |
Product Code |
Anchor |
Fixture |
|||||
Steel class 5.8 |
Steel class 8.8 |
Steel grade A4 |
Diameter |
Length |
Hole diameter |
Max. thickness tfix for: |
||
d |
L |
df |
hnom,min |
hnom, max |
||||
[mm] |
[mm] |
[mm] |
[mm] |
[mm] |
||||
M8 |
R-STUDS-08110 |
R-STUDS-08110-88 |
R-STUDS-08110-A4 |
8 |
110 |
9 |
40 |
- |
R-STUDS-08160 |
- |
R-STUDS-08160-A4 |
8 |
160 |
9 |
90 |
- |
|
M10 |
R-STUDS-10130 |
R-STUDS-10130-88 |
R-STUDS-10130-A4 |
10 |
130 |
12 |
58 |
- |
R-STUDS-10170 |
- |
R-STUDS-10170-A4 |
10 |
170 |
12 |
98 |
- |
|
R-STUDS-10190 |
- |
R-STUDS-10190-A4 |
10 |
190 |
12 |
118 |
- |
|
M12 |
R-STUDS-12160 |
R-STUDS-12160-88 |
R-STUDS-12160-A4 |
12 |
160 |
14 |
85 |
- |
R-STUDS-12190 |
- |
R-STUDS-12190-A4 |
12 |
190 |
14 |
115 |
- |
|
R-STUDS-12220 |
- |
R-STUDS-12220-A4 |
12 |
220 |
14 |
145 |
- |
|
R-STUDS-12260 |
- |
R-STUDS-12260-A4 |
12 |
260 |
14 |
185 |
- |
|
R-STUDS-12300 |
- |
R-STUDS-12300-A4 |
12 |
300 |
14 |
225 |
45 |
|
M16 |
R-STUDS-16190 |
R-STUDS-16190-88 |
R-STUDS-16190-A4 |
16 |
190 |
18 |
111 |
- |
R-STUDS-16220 |
R-STUDS-16220-88 |
R-STUDS-16220-A4 |
16 |
220 |
18 |
141 |
- |
|
R-STUDS-16260 |
- |
R-STUDS-16260-A4 |
16 |
260 |
18 |
181 |
- |
|
R-STUDS-16300 |
- |
R-STUDS-16300-A4 |
16 |
300 |
18 |
221 |
- |
|
R-STUDS-16380 |
- |
R-STUDS-16380-A4 |
16 |
380 |
18 |
301 |
41 |
|
M20 |
R-STUDS-20260 |
R-STUDS-20260-88 |
R-STUDS-20260-A4 |
20 |
260 |
22 |
157 |
- |
R-STUDS-20300 |
- |
R-STUDS-20300-A4 |
20 |
300 |
22 |
197 |
- |
|
R-STUDS-20350 |
- |
R-STUDS-20350-A4 |
20 |
350 |
22 |
247 |
- |
|
M24 |
R-STUDS-24300 |
R-STUDS-24300-88 |
R-STUDS-24300-A4 |
24 |
300 |
26 |
176 |
- |
M30 |
R-STUDS-30380 |
R-STUDS-30380-88 |
R-STUDS-30380-A4 |
30 |
380 |
32 |
226 |
- |
Base material
-
Cracked concrete C20/25-C50/60
-
Non-cracked concrete C20/25-C50/60
Applications
- Curtain walling
- Balustrading
- Handrails
- Canopies
- Cable conduits and trays
- Fencing & gates manufacturing and installation
- Pipework/ductwork supports
- Platforms
- Pipelines systems
- Passenger lifts
- Safety barriers
- Formwork support systems
- Structural steelwork
- Street lamps
- Racking systems
- Barriers
- Cladding restraints
- Heavy machinery
Installation guide
- Drill hole to the required diameter and depth for stud size being used.
- Clean the hole thoroughly with brush and hand pump at least four times before installation.
- Insert cartridge into gun and attach nozzle.
- Dispense to waste until even colour is obtained (min. 10 cm).
- Insert the mixer nozzle to the bottom of the drill hole and inject resin, slowly withdrawing the nozzle as the hole is filled to 70% of its depth.
- Immediately insert the stud, slowly and with slight twisting motion. Remove any excess resin around the hole before it sets and leave it undisturbed until the curing time elapses.
- Attach fixture and tighten the nut to the required torque.
Installation data
R-STUDS
Size |
M8 |
M10 |
M12 |
M16 |
M20 |
M24 |
M30 |
||
Thread diameter |
d |
[mm] |
8 |
10 |
12 |
16 |
20 |
24 |
30 |
Hole diameter in substrate |
d0 |
[mm] |
10 |
12 |
14 |
18 |
24 |
28 |
35 |
Hole diameter in fixture |
df |
[mm] |
9 |
12 |
14 |
18 |
22 |
26 |
32 |
Min. hole depth in substrate |
h0 |
[mm] |
hnom + 5 |
hnom + 5 |
hnom + 5 |
hnom + 5 |
hnom + 5 |
hnom + 5 |
hnom + 5 |
Min. substrate thickness |
hmin |
[mm] |
hnom + 30 ≥ 100 |
hnom + 30 ≥ 100 |
hnom + 30 ≥ 100 |
hnom + 2d0 |
hnom + 2d0 |
hnom + 2d0 |
hnom + 2d0 |
Installation torque |
Tinst |
[Nm] |
10 |
20 |
40 |
80 |
120 |
160 |
200 |
Min. spacing |
smin |
[mm] |
40 |
40 |
40 |
40 |
40 |
50 |
60 |
Min. edge distance |
cmin |
[mm] |
40 |
40 |
40 |
40 |
40 |
50 |
60 |
MINIMUM EMBEDMENT DEPTH | |||||||||
Min. installation depth |
hnom,min |
[mm] |
60 |
60 |
60 |
60 |
80 |
96 |
120 |
MAXIMUM EMBEDMENT DEPTH | |||||||||
Min. installation depth |
hnom, max |
[mm] |
160 |
200 |
240 |
320 |
400 |
480 |
600 |
Minimum working and curing time
R-KER-II
Resin temperature |
Concrete temperature |
Curing time* |
Working time |
[°C] |
[°C] |
[min] |
[min] |
5 |
0 |
3 h |
30 |
5 |
5 |
90 |
15 |
10 |
10 |
60 |
8 |
15 |
15 |
60 |
5 |
20 |
20 |
45 |
2.5 |
25 |
25 |
45 |
2 |
25 |
30 |
45 |
2 |
25 |
35 |
30 |
1.5 |
25 |
40 |
30 |
1.5 |
*For wet concrete the curing time must be doubled
R-KER-II S
Resin temperature |
Concrete temperature |
Curing time* |
Working time |
[°C] |
[°C] |
[min] |
[min] |
5 |
5 |
12 h |
40 |
10 |
10 |
8 h |
20 |
15 |
15 |
6 h |
15 |
20 |
20 |
4 h |
10 |
25 |
25 |
3 h |
9.5 |
25 |
30 |
2 h |
7 |
25 |
35 |
2 h |
6.5 |
25 |
40 |
1.5 h |
6.5 |
*For wet concrete the curing time must be doubled
R-KER-II W
Resin temperature |
Concrete temperature |
Curing time* |
Working time |
[°C] |
[°C] |
[min] |
[min] |
5 |
0 |
2 h |
14 |
5 |
5 |
60 |
9 |
10 |
10 |
45 |
5.5 |
15 |
15 |
30 |
3 |
20 |
20 |
15 |
2 |
25 |
25 |
10 |
1.5 |
25 |
30 |
10 |
1.5 |
25 |
35 |
5 |
1 |
25 |
40 |
5 |
1 |
*For wet concrete the curing time must be doubled
