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Self undercut anchor
- PRODUCT DETAIL
Packaging parameters:
|
Product model |
Quantity (sets/carton) |
Package size（cm） |
Package weight (kg/carton) |
|
M10×40×80 |
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M10×60×80 |
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M12×60×100 |
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M12×80×125 |
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M16×100×150 |
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M16×100×160 |
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M16×120×180 |
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Technical parameters(mm)
|
Screw diameter |
Specification |
Drilling diameter |
Effective depth |
Drilling depth |
Screw length |
Fixture aperture |
Bolt spacing(min) |
Substrate thickness(min) |
|
|
Preset |
Penetration |
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M10 |
M10/14*40 |
14 |
40 |
45 |
80 |
12 |
16 |
40 |
80 |
|
M10/14*60 |
60 |
65 |
100 |
60 |
120 |
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M12 |
M12/18*60 |
18 |
60 |
70 |
120 |
14 |
20 |
60 |
120 |
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M12/18*80 |
80 |
90 |
125 |
80 |
160 |
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M12/18*100 |
100 |
110 |
150 |
100 |
200 |
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M16 |
M16/12*100 |
22 |
100 |
110 |
160 |
18 |
24 |
100 |
200 |
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M16/12*120 |
120 |
130 |
180 |
120 |
240 |
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Design Parameters（KN）
|
Product model |
M10 |
M12 |
M16 |
|
|
Tensile design reference for C30 non-cracked concrete |
5.8grade |
13.8 |
19.8 |
30.9 |
|
8.8 grade |
16.8 |
22.9 |
34.5 |
|
|
A2-70 |
15.3 |
20.8 |
32.3 |
|
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A4-80 |
16.8 |
22.9 |
34.5 |
|
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Shear design reference for C30 non-cracked concrete |
5.8 grade |
10.5 |
14.5 |
27.8 |
|
8.8 grade |
13.1 |
19.0 |
32.3 |
|
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A2-70 |
12.6 |
18.3 |
29.0 |
|
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A4-80 |
13.1 |
19.0 |
32.3 |
|
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Tensile design reference for C30 cracked concrete |
5.8 grade |
11.0 |
17.2 |
24.5 |
|
8.8 grade |
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A2-70 |
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A4-80 |
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Shear design reference for C30 cracked concrete |
5.8 grade |
10.5 |
14.5 |
27.8 |
|
8.8 grade |
13.1 |
19.0 |
32.3 |
|
|
A2-70 |
12.6 |
18.3 |
29.0 |
|
|
A4-80 |
13.1 |
19.0 |
32.3 |
|
Operating procedures:
1. Use straight hole drills to drill holes of corresponding diameter and depth
2. Use the soot blower to sweep ash until the hole has no dust overflow
3. Use a hammer drill to hammer down the self-undercut anchor, so that the bottom can be opened and the anchoring can be completed.
P.s. Electric hammer, drills, soot blowers and knocking tube will be used during the operation. Jiraw is equipped with knocking tube as standard. Others are purchased on demand.
