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R-HPTIIIA4 Stainless Steel Throughbolt
Stainless steel throughbolt anchor for cracked and non-cracked concrete
Features and benefits
- Stainless steel anchor for the highest corrosion resistance
- High performance in cracked and non-cracked concrete confirmed by ETA Option 1
- Highest quality ensures maximum load capability
- For applications requiring fire resistance up to 120 minutes
- Embedment depth markings help to ensure precise installation of the anchor
- Design of R-HPTII allows drilling and installing directly through the fixture and helps to reduce installation time
- Suitable for installation in corrosive environments category C1, C2, C3,C4 and C5
- Anchors can be used in earthquake risk zones - seismic category C1 and C2
- Adjustable embedment depth in cracked and uncracked concrete C20/25-C50/60
- The new geometry of the expansion band with an additional ring at its end ensures optimal contact with the concrete
- Small distances from the edge of the concrete and between the anchors
- Optimized cone shape to increase the angle of attack of the band on the ground, which translates into greater load capacity of the anchor in concrete
- Anchor length identification mark to identify embedment length/depth. Facilitates post-installation inspection.
- factories in Europe, with experience in the automotive and industrial sectorsmingScrews are produced in one of the largest and most renowned cold for
- The production of concrete screwes takes place on bar stock, manufactured in a Polish steel mill
Product information
Size |
Product Code |
Anchor |
Fixture |
||
Diameter |
Length |
Max. thickness |
Hole diameter |
||
d |
L |
tfix |
df |
||
[mm] |
[mm] |
[mm] |
[mm] |
||
M8 |
R-HPTIIIA408060/10 |
8 |
60 |
10 |
9 |
R-HPTIIIA408075/25 |
8 |
75 |
25 |
9 |
|
R-HPTIIIA408085/35 |
8 |
85 |
35 |
9 |
|
R-HPTIIIA408095/45 |
8 |
95 |
45 |
9 |
|
R-HPTIIIA408105/55 |
8 |
105 |
55 |
9 |
|
R-HPTIIIA408115/65 |
8 |
115 |
65 |
9 |
|
M10 |
R-HPTIIIA410065/5 |
10 |
65 |
5 |
12 |
R-HPTIIIA410080/20 |
10 |
80 |
20 |
12 |
|
R-HPTIIIA410095/35 |
10 |
95 |
35 |
12 |
|
R-HPTIIIA410115/55 |
10 |
115 |
55 |
12 |
|
R-HPTIIIA410130/70 |
10 |
130 |
70 |
12 |
|
R-HPTIIIA410140/80 |
10 |
140 |
80 |
12 |
|
M12 |
R-HPTIIIA412080/5 |
12 |
80 |
5 |
14 |
R-HPTIIIA412100/25 |
12 |
100 |
25 |
14 |
|
R-HPTIIIA412115/40 |
12 |
115 |
40 |
14 |
|
R-HPTIIIA412125/50 |
12 |
125 |
50 |
14 |
|
R-HPTIIIA412150/75 |
12 |
150 |
75 |
14 |
Base material
-
Cracked concrete C20/25-C50/60
-
Non-cracked concrete C20/25-C50/60
-
Reinforced concrete
-
Unreinforced concrete
For use also with
-
Natural Stone (after site testing)
Applications
- Cladding restraints
- Barriers
- Structural steel
- Curtain walling
- Handrails
- Heavy Plant
- Balustrading
- Passenger lifts
- Facades
- Fencing & gates manufacturing and installation
- Masonry support
- Platforms
- Public seating
- Racking systems
Installation guide
- Drill a hole of required diameter and depth
- Clear the hole of drilling dust and debris (using blowpump or equivalent method)
- Lightly tap the throughbolt through the fixture into hole with a hammer, until fixing depth is reached
- Tighten to the recommended torque
Installation data
Size |
M8 |
M10 |
M12 |
||
Thread diameter |
d |
[mm] |
8 |
10 |
12 |
Hole diameter in substrate |
d0 |
[mm] |
8 |
10 |
12 |
Installation torque |
Tinst |
[Nm] |
20 |
40 |
60 |
Wrench size |
Sw |
[mm] |
13 |
17 |
19 |
External diameter of washer |
[mm] |
16 |
20 |
24 |
|
STANDARD EMBEDMENT DEPTH | |||||
Min. hole depth in substrate |
h0,s |
[mm] |
60 |
73 |
88 |
Min. installation depth |
hnom,s |
[mm] |
55 |
68 |
80 |
Min. substrate thickness |
hmin,s |
[mm] |
100 |
120 |
140 |
REDUCED EMBEDMENT DEPTH | |||||
Min. hole depth in substrate |
h0,r |
[mm] |
45 |
53 |
68 |
Min. installation depth |
hnom,r |
[mm] |
40 |
48 |
60 |
Min. substrate thickness |
hmin,r |
[mm] |
80 |
80 |
100 |
Min. edge distance |
cmin |
[mm] |
40 |
45 |
55 |
Min. spacing |
smin |
[mm] |
35 |
40 |
50 |
Downloads
- R-HPTIIIA4 Stainless Steel Throughbolt - Technical Data Sheet
- 1488-CPR-1062-W - EN.pdf
- ETA-21_1082 izdaja 1-original.pdf
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