keuntungan
- Kapasitas beban yang tinggi untuk utilisasi kekuatan beton yang optimal
- Jarak antar angkur dan ke tepi beton yang efektif
- Dapat digunakan untuk beton cracked dan un-cracked
- Ketahanan yang tinggi saat menyesuaikan kondisi geometri baseplate
- Bracket facade, hand rail, rak
- Aplikasi pengangkuran dengan beban gempa C1 untuk elemen non struktural dan C2 untuk elemen struktural
- Aplikasi pengangkuran pada beton cracked dan un-cracked
- Bracket separator beam pada pekerjaan elevator
Anchor Size
|
M8
|
M10
|
M12
|
||||||||
| Non-Cracked Concrete | |||||||||||
| Tension Nrec | HSL-3 /HSL-3-B HSL-3-G HSL-3-SH / HSL-3-SK |
[kN]
|
9.3
|
14.0
|
14.0
|
14.1
|
20.5
|
22.2
|
17.2
|
25.9
|
32.1
|
| HSL-3-R /HSL-3-SKR HSL-3-GR |
9.5
|
9.5
|
9.5
|
14.1
|
15.5
|
15.5
|
17.2
|
22.5
|
22.5
|
||
| Shear Vrec | HSL-3 /HSL-3-B |
[kN]
|
17.8
|
17.8
|
17.8
|
28.2
|
34.6
|
34.6
|
34.4
|
51.2
|
51.2
|
| HSL-3-G |
14.9
|
14.9
|
14.9
|
23.9
|
23.9
|
23.9
|
33.9
|
33.9
|
33.9
|
||
| HSL-3-SH /HSL-3-SK |
17.8
|
-
|
-
|
28.2
|
-
|
-
|
34.4
|
-
|
-
|
||
| HSL-3-R, HSL-3-SKR |
22.4
|
29.1
|
29.1
|
28.2
|
29.3
|
29.3
|
34.3
|
37.9
|
37.9
|
||
| HSL-3-GR |
22.4
|
23.0
|
23.0
|
28.2
|
33.7
|
33.7
|
34.4
|
45.0
|
45.0
|
||
| Cracked Concrete | |||||||||||
| Tension Nrec | HSL-3 /HSL-3-B HSL-3-G HSL-3-SH / HSL-3-SK |
[kN]
|
4.8
|
4.8
|
4.8
|
7.6
|
7.6
|
7.6
|
12.3
|
11.4
|
11.4
|
| HSL-3-R /HSL-3-SKR HSL-3-GR |
5.7
|
5.7
|
5.7
|
7.6
|
7.6
|
7.6
|
12.3
|
11.4
|
11.4
|
||
| Shear Vrec | HSL-3 /HSL-3-B |
[kN]
|
14.3
|
17.8
|
17.8
|
20.1
|
29.3
|
34.6
|
24.5
|
36.9
|
50.8
|
| HSL-3-G |
14.3
|
14.9
|
14.9
|
20.1
|
23.9
|
23.9
|
24.5
|
33.9
|
33.9
|
||
| HSL-3-SH /HSL-3-SK |
14.3
|
-
|
-
|
20.1
|
-
|
-
|
24.5
|
-
|
-
|
||
| HSL-3-R, HSL-3-SKR |
15.9
|
24.5
|
29.1
|
20.1
|
29.3
|
29.3
|
24.5
|
36.9
|
37.9
|
||
| HSL-3-GR |
15.9
|
23.0
|
23.0
|
20.1
|
29.3
|
33.7
|
24.5
|
36.9
|
45.0
|
||
Anchor Size
|
M16
|
M20
|
M24
|
||||||||
| Non-Cracked Concrete | |||||||||||
| Tension Nrec | HSL-3 /HSL-3-B HSL-3-G |
[kN]
|
24.0
|
31.0
|
31.0
|
33.6
|
45.2
|
12.6
|
44.2
|
47.6
|
47.6
|
| HSL-3-R HSL-3-GR |
24.0
|
31.0
|
31.0
|
33.6
|
45.2
|
12.6
|
-
|
-
|
-
|
||
| Shear Vrec | HSL-3 /HSL-3-B |
[kN]
|
48.1
|
67.2
|
88.4
|
67.2
|
92.8
|
106.3
|
88.4
|
116.1
|
116.9
|
| HSL-3-G |
48.1
|
67.2
|
68.9
|
67.2
|
88.7
|
88.7
|
88.4
|
116.1
|
116.9
|
||
| HSL-3-R |
48.1
|
58.5
|
58.5
|
67.2
|
70.9
|
70.9
|
-
|
-
|
-
|
||
| HSL-3-GR |
48.1
|
67.2
|
74.0
|
67.2
|
86.8
|
86.8
|
-
|
-
|
-
|
||
| Cracked Concrete | |||||||||||
| Tension Nrec | HSL-3 /HSL-3-B HSL-3-G |
[kN]
|
17.1
|
17.1
|
17.1
|
24.0
|
23.8
|
23.8
|
31.5
|
31.0
|
31.0
|
| HSL-3-R HSL-3-GR |
17.1
|
17.1
|
17.1
|
24.0
|
23.8
|
23.8
|
-
|
-
|
-
|
||
| Shear Vrec | HSL-3 /HSL-3-B |
[kN]
|
34.3
|
47.9
|
63.0
|
47.9
|
66.2
|
86.3
|
63.0
|
82.8
|
104.3
|
| HSL-3-G |
34.3
|
47.9
|
63.0
|
47.9
|
66.2
|
86.3
|
63.0
|
82.8
|
104.3
|
||
| HSL-3-R |
34.3
|
47.9
|
58.5
|
47.9
|
66.2
|
70.9
|
-
|
-
|
-
|
||
| HSL-3-GR |
34.3
|
47.9
|
63.0
|
47.9
|
66.2
|
86.3
|
-
|
-
|
-
|
||
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