HSL4 EXPANSION ANCHOR Technical Datasheet Update: Jun-21
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HSL4 expansion anchor Ultimate-performance heavy-duty expansion anchor Anchor versions
Benefits - Suitable for cracked concrete C20/25 to C50/60
HSL4 Bolt version (M8-M24)
- Suitable for seismic C1 and C2, shock, fire and fatigue - Installation with hammer drilling, diamond drilling and hollow drill bit available for same performance
HSL4-G Threaded rod version (M8-M24)
- Top shear performance due to high strength expansion and shear sleeves HSL4-B Safety cap version (M12-M24)
- HSL4-B special safety cap ensures proper installation torque even without calibrated torque wrench - Tracefast improves quality assurance of anchor installation by making every fastener uniquely identifiable and allowing easy documentation
HSL4-SK Countersunk version (M8-M12)
- Easily removable for temporary and machine fastening applications or retrofit needs Base material
Concrete (uncracked)
Load conditions
Concrete (cracked)
Static/ quasistatic
Seismic ETA-C1, C2
Installation conditions
Hammer drilled holes
Diamond cored holes
Hollow drill bit drilling
Approvals/certificates Description European technical Assessment a) Fire test report European technical Assessment b) ICC-ES report incl. seismic c) Shock approval ACI 349-01 nuclear suitability 1
Variable embedme nt depth
Fatigue ETA
Shock
Fire resistanc e ETA
Other information
AT Tool
Tracefast
Authority / Laboratory CSTB, Marne-la-Vallèe CSTB, Marne-la-Vallèe CSTB, Marne-la-Vallèe ICC evaluation service Civil Protection of Switzerland Hilti, Inc. Plano, Texas
European Technical Assessme nt
CE conformity
Nuclear power plant approval
PROFIS Engineeri ng Design Software
No. / Date of issue ETA-19/0556 / 2020-01-20 ETA-19/0556 / 2020-01-20 ETA-19/0858 / 2020-02-17 ESR 4386 / 2020-03 BZS D 19-601 2021-01-19 Updated: Jun-21
http://hilti.to/traceable-fastener a) b) c)
All data for static or seismic load cases given in this section according to ETA-19/0556, issued 2020-01-20. All data for fatigue relevant load cases given in this section according to ETA-19/0858, issued 2020-02-17. For more details on Technical Data according to ICC please consult the relevant HNA FTM.
Static and quasi-static resistance (for a single anchor) All data in this section applies to: - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Minimum base material thickness - Concrete C 20/25, fc = 20 N/mm2 Effective anchorage depth a) Anchor size Eff. Anchorage depth
hef
[mm]
hef,1b) 60
hef
[mm]
hef,1 100
Anchor size Eff. Anchorage depth d) e)
hef,3 100
hef,1b) 70
hef,3 150
hef,1 125
M10 hef,2 90 M20 hef,2 155
hef,3 110
hef,1b) 80
hef,3 185
hef,1 150
M12 hef,2 105 M24 hef,2 180
hef,3 130 hef,3 210
HSL4-SK only available in sizes M8-M12, HSL4-B only available in sizes M12-M24 HSL4-SK can only be set in position 1.
Characteristic resistance Anchor size Non-cracked concrete HSL4 / HSL4-B Tension HSL4-G NRk HSL4-SKa) HSL4 / HSL4-B HSL4-G tfix Shear VRk VRk HSL4-SKa) tfix VRK Cracked concrete HSL4 / HSL4-B Tension HSL4-G NRk HSL4-SKa) HSL4 / HSL4-B HSL4-G tfix Shear VRk VRk HSL4-SKa) tfix VRk Anchor size Non-cracked concrete Tension HSL4 / HSL4-B NRk HSL4-G Shear HSL4 / HSL4-B VRk HSL4-G Cracked concrete Tension HSL4 / HSL4-B NRk HSL4-G Shear HSL4 / HSL4-B VRk HSL4-G a)
M8 hef,2 80 M16 hef,2 125
M8
[kN]
M10
M12
22,9
29,3
29,3
28,8
42,0
46,4
35,2
52,9
67,4
[mm] [kN] [mm] [kN]
31,1 26,1 ≥11 31,1 <11 14,6
31,1 26,1 -
60,5 41,8 ≥11 60,5 <11 23,2
60,5 41,8 -
60,5 41,8 -
89,6 59,3 ≥13 89,6 <13 33,7
89,6 59,3 -
-
31,1 26,1 -
-
89,6 59,3 -
[kN]
12,0
12,0
12,0
16,0
16,0
16,0
24,6
24,0
24,0
[mm] [kN] [mm] [kN]
31,1 26,1 ≥11 31,1 <11 14,6
31,1 26,1 -
31,1 26,1 -
52,4 41,8 ≥11 52,4 <11 23,2
60,5 41,8 -
60,5 41,8 -
66,5 59,3 ≥13 66,5 <13 33,7
89,6 59,3 -
89,6 59,3 -
[kN]
49,2
65,0
65,0
68,8
94,9
95,0
90,4
100
100
[kN]
138 121
159 121
159 121
186 155
186 155
186 155
205 205
205 205
205 205
[kN]
34,4
36,0
36,0
48,1
50,0
50,0
63,3
65,0
65,0
[kN]
96,4 96,4
135 121
159 121
183 155
186 155
186 155
202 202
205 205
205 205
[kN]
[kN]
M16
M20
M24
HSL4-SK can only be set in position 1.
Updated: Jun-21
2
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Design resistance Anchor size Non-cracked concrete HSL4 / HSL4-B Tension HSL4-G NRd HSL4-SKa) HSL4 / HSL4-B HSL4-G tfix Shear VRd VRd HSL4-SKa) tfix VRd Cracked concrete HSL4 / HSL4-B Tension HSL4-G NRd HSL4-SKa) HSL4 / HSL4-B HSL4-G tfix Shear VRd VRd HSL4-SKa) tfix VRd Anchor size Non-cracked concrete Tension HSL4 / HSL4-B NRd HSL4-G HSL4 / HSL4-B Shear VRd HSL4-G Cracked concrete Tension HSL4 / HSL4-B NRd HSL4-G HSL4 / HSL4-B Shear VRd HSL4-G a)
3
M8
[kN]
M10
M12
15,2
19,5
19,5
19,2
28,0
30,9
23,5
35,3
45,0
[mm] [kN] [mm] [kN]
24,9 20,9 ≥11 24,9 <11 11,7
24,9 20,9 -
48,4 33,4 ≥11 48,4 <11 18,6
48,4 33,4 -
48,4 33,4 -
63,4 47,4 ≥13 63,4 <13 27,0
71,7 47,4 -
-
24,9 20,9 -
-
71,7 47,4 -
[kN]
8,0
8,0
8,0
10,7
10,7
10,7
16,4
16,0
16,0
[mm] [kN] [mm] [kN]
20,1 20,9 ≥11 20,1 <11 11,7
24,9 20,9 -
24,9 20,9 -
35,0 33,4 ≥11 35,0 <11 18,6
48,4 33,4 -
48,4 33,4 -
44,4 44,4 ≥13 44,4 <13 27,0
66,7 47,4 -
71,7 47,4 -
[kN]
32,8
43,3
43,3
45,8
63,3
63,3
60,2
66,7
66,7
[kN]
91,8 91,8
127 96,5
127 96,5
149 124
149 124
149 124
164 164
164 164
164 164
[kN]
23,0
24,0
24,0
32,1
33,3
33,3
42,2
43,3
43,3
[kN]
64,3 64,3
89,8 89,8
118 96,5
122 122
149 124
149 124
135 135
164 116
164 146
[kN]
[kN]
M16
M20
M24
HSL4-SK can only be set in position 1
Updated: Jun-21
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Recommended loads b) Anchor size Non-cracked concrete HSL4 / HSL4-B Tension HSL4-G NRec HSL4-SKa) HSL4 / HSL4-B HSL4-G tfix Shear VRec VRec HSL4-SKa) tfix VRec Cracked concrete HSL4 / HSL4-B Tension HSL4-G NRec HSL4-SKa) HSL4 / HSL4-B HSL4-G tfix Shear VRec VRec HSL4-SKa) tfix VRec Anchor size Non-cracked concrete Tension HSL4 / HSL4-B NRec HSL4-G HSL4 / HSL4-B Shear VRec HSL4-G Cracked concrete Tension HSL4 / HSL4-B NRec HSL4-G HSL4 / HSL4-B Shear VRec HSL4-G a) b)
M8
[kN]
M10
M12
10,9
13,9
13,9
13,7
20,0
22,1
16,8
25,2
32,1
[mm] [kN] [mm] [kN]
17,8 14,9 ≥11 17,8 <11 8,3
17,8 14,9 -
17,8 14,9 -
34,6 23,9 ≥11 34,6 <11 13,3
34,6 23,9 -
34,6 23,9 -
45,3 33,9 ≥13 45,3 <13 19,3
51,2 33,9 -
51,2 33,9 -
[kN]
5,7
5,7
5,7
7,6
7,6
7,6
11,7
11,4
11,4
[mm] [kN] [mm] [kN]
17,8 14,9 ≥11 17,8 <11 8,3
17,8 14,9 M16
17,8 14,9 -
25,0 23,9 ≥11 25,0 <11 13,3
34,6 23,9 M20
34,6 23,9 -
31,7 31,7 ≥13 31,7 <13 19,3
47,6 33,9 M24
51,2 33,9 -
[kN]
23,4
31,0
31,0
32,7
45,2
45,2
43,0
47,6
47,6
[kN]
65,6 65,6
90,6 68,9
90,6 68,9
106 88,7
106 88,7
106 88,7
117 117
117 117
117 117
[kN]
16,4
17,1
17,1
22,9
23,8
23,8
30,1
31,0
31,0
[kN]
45,9 45,9
64,2 64,2
84,3 68.9
87,1 87,1
106 88,7
106 88,7
96,4 96,4
117 117
117 117
[kN]
[kN]
HSL4-SK only available in sizes M8-M12, HSL4-B only available in sizes M12-M24 With overall partial safety factor for action = 1,4. The partial safety factors for action depend on thy type of loading and shall be taken from national regulations.
Updated: Jun-21
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Seismic resistance (for a single anchor) All data in this section applies to: - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Minimum base material thickness - Concrete C 20/25, fc = 20 N/mm2 - αgap = 0,5 Effective anchorage depth for seismic C2 a) Anchor size hef,1b) Eff. Anchorage depth hef [mm] 70 Anchor size hef,1 Eff. Anchorage depth hef [mm] 100 a) b)
M10 hef,2 90 M16 hef,2 125
hef,3 110 hef,3 150
hef,1 125
M12 hef,2 105 M20 hef,2 155
hef,3 130 hef,3 185
hef,1 150
M24 hef,2 180
hef,3 210
HSL4-SK only available in sizes M8-M12, HSL4-B only available in sizes M12-M24 HSL4-SK can only be set in position 1.
Characteristic resistance in case of seismic category C2 Anchor size M10 HSL4 / HSL4-B 12,2 12,2 12,2 Tension HSL4-G [kN] NRk,seis HSL4-SK 12,2 HSL4 / HSL4-B 12,7 12,7 12,7 [kN] HSL4-G 11,3 11,3 11,3 Shear VRk,seis [mm] ≥11 tfix HSL4-SK [kN] VRk,seis 12,7 Anchor size M16 Tension HSL4 / HSL4-B [kN] 29,3 34,2 34,2 NRk,seis HSL4-G HSL4 / HSL4-B 30,9 30,9 30,9 Shear [kN] VRk,seis HSL4-G 22,3 22,3 22,3 Design resistance in case of seismic category C2 Anchor size M10 HSL4 / HSL4-B 8,1 8,1 Tension HSL4-G [kN] NRd,seis HSL4-SK 8,1 HSL4 / HSL4-B 10,2 10,2 [kN] HSL4-G 9,0 9,0 Shear VRd,seis [mm] ≥11 tfix HSL4-SK [kN] VRd,seis 10,2 Anchor size M16 Tension HSL4 / HSL4-B [kN] 19,5 22,8 NRd,seis HSL4-G HSL4 / HSL4-B 24,7 24,7 Shear [kN] VRd,seis HSL4-G 17,8 17,8
5
hef,1 80
b)
M12 20,9
25,8
25,8
20,9 15,3 11,3 ≥13 15,3
15,3 11,3 M20
15,3 11,3 -
40,1
40,1
40,1
45,9
45,9
45,9
39,1 25,1
39,1 25,1
39,1 25,1
44,0 38,9
44,0 38,9
44,0 38,9
M24
M12 8,1
14,0
17,2
17,2
10,2 9,0 -
14,0 12,2 9,0 ≥13 12,2
12,2 9,0 M20
12,2 9,0 M24
22,8
26,7
26,7
26,7
30,6
30,6
30,6
24,7 17,8
31,2 20,1
31,2 20,1
31,2 20,1
35,2 31,1
35,2 31,1
35,2 31,1
Updated: Jun-21
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Effective anchorage depth for seismic C1 a) Anchor size hef,1b) Eff. Anchorage depth hef [mm] 60 Anchor size hef,1 Eff. Anchorage depth hef [mm] 100 a) b)
M8 hef,2 80 M16 hef,2 125
hef,3 100 hef,3 150
hef,1 70
b)
hef,1 125
M10 hef,2 90 M20 hef,2 155
hef,3 110 hef,3 185
hef,1 80
b)
hef,1 150
M12 hef,2 105 M24 hef,2 180
hef,3 130 hef,3 210
HSL4-SK only available in sizes M8-M12, HSL4-B only available in sizes M12-M24 HSL4-SK can only be set in position 1.
Characteristic resistance in case of seismic category C1 Anchor size M8 HSL4 / HSL4-B 12,0 12,0 12,0 Tension HSL4-G [kN] NRk,seis HSL4-SK 12,0 HSL4 / HSL4-B [kN] 8,9 8,9 8,9 HSL4-G 7,5 7,5 7,5 Shear VRk,seis [mm] tfix ≥11 HSL4-SKa) [kN] VRk,seis 8,9 Anchor size M16 Tension HSL4 / HSL4-B [kN] 29,3 36,0 36,0 NRk,seis HSL4-G HSL4 / HSL4-B 41,0 57,1 57,1 Shear [kN] VRk,seis HSL4-G 41,0 43,4 43,4
Design resistance in case of seismic category C1 Anchor size M8 HSL4 / HSL4-B 8,0 8,0 Tension HSL4-G [kN] NRd,seis HSL4-SK 8,0 HSL4 / HSL4-B [kN] 7,1 7,1 HSL4-G 6,0 6,0 Shear VRd,seis [mm] tfix ≥11 HSL4-SK a) [kN] VRk,seis 7,1 Anchor size M16 Tension HSL4 / HSL4-B [kN] 19,5 24,0 NRd,seis HSL4-G HSL4 / HSL4-B 27,3 38,2 Shear [kN] VRd,seis HSL4-G 27,3 34,7
Updated: Jun-21
M10
M12
16,0
16,0
16,0
20,9
24,0
24,0
16,0 22,1 15,3 ≥11 22,1
22,1 15,3 M20
22,1 15,3 -
21,9 28,3 19,3 ≥13 28,3
29,1 19,3 M24
29,1 19,3 -
40,9
50,0
50,0
53,8
65,0
65,0
54,9 45,8
54,9 45,8
54,9 45,8
81,8 -
81,8 -
81,8 -
M10
M12
8,0
10,7
10,7
10,7
14,0
16,0
16,0
7,1 6,0 -
10,7 14,9 12,2 ≥11 14,9
17,7 12,2 M20
17,7 12,2 -
14,0 18,8 15,4 ≥13 18,8
23,3 15,4 M24
23,3 15,4 -
24,0
27,3
33,3
33,3
35,8
43,3
43,3
45,6 34,7
43,9 36,6
43,9 36,6
43,9 36,6
57,4 -
65,4 -
65,4 -
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Fatigue resistance All data in this section applies to: - Correct setting using Hilti seismic filling set (See setting instruction) - No edge distance and spacing influence - Minimum base material thickness - Concrete C 20/25, fc = 20 N/mm2 - Only applicable to HSL4-G version Anchor size Eff. Anchorage depth
hef
[mm]
hef,1 100
M16 hef,2 125
hef,3 150
hef,1 125
M20 hef,2 155
hef,3 185
Characteristic resistance under tension, shear and combined fatigue load in concrete Anchor size
M16
M20
8,3
12,0
Tension fatigue load Steel failure Characteristic resistance
NRk,s,0,
Partial factor
Ms,N,fat
[kN] [-]
1,35
Concrete failure Effective anchorage depth
hef,i
[mm]
100
125
150
125
Characteristic resistance
NRk,c,0,
[kN]
0,5 NRk,c
Characteristic resistance
NRk,p,0,
[kN]
0,4 NRk,p2)
Characteristic resistance
NRk,sp,0,
[kN]
0,5 NRk,sp3)
Characteristic resistance
NRk,cb,0,
[kN]
0,5 NRk,cb4)
Partial factor
Mc,fat
[-]
1,5
Load transfer factor for fastener group
FN
[-]
0,5
155
185
1)
Shear fatigue load Steel failure Characteristic resistance
VRk,s,0,
Partial factor
Ms,V,fat
[-]
Effective length of fastener
lf = hef
[mm]
Diameter of anchor
dnom
[mm]
Characteristic resistance
VRk,c,0,
[-]
0,5 VRk,c
Characteristic resistance
VRk,cp,0,
[-]
0,5 VRk,cp6)
Partial factor
Mc,fat
[-]
1,5
Load transfer factor for fastener group
FV
[-]
0,5
Exponent for combined fatigue sn load c
[-]
0,7
[-]
1,5
[kN]
8,0
10,0 1,35
Concrete failure 100
125
150
125
24
155
185
28 5)
Combined fatigue load
1) 2) 3) 4) 5 ) 6)
7
NRk,c, NRk,p, NRk,sp and NRk,cb according to ETA-19/0556.
VRk,c and VRk,cp according to ETA-19/0556.
Updated: Jun-21
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Materials Mechanical properties a) Anchor size HSL4, HSL4-G, HSL4-B, HSL4-SK Nominal tensile strength fuk Yield strength fyk Stressed cross-section As Moment of resistance W Design bending resistance without sleeve MRd,s a)
M8
M10
M12
M16
M20
M24
[N/mm²] [N/mm²] [mm²] [mm³]
800 640 36,6 31,3
800 640 58,0 62,5
800 640 84,3 109
800 640 157 277
800 640 245 541
800 640 353 935
[Nm]
24,0
48,0
84,0
213
415
718
HSL4-SK only available in sizes M8-M12, HSL4-B only available in sizes M12-M24
Material quality Part Carbon Steel Cone HSL4 Expansion sleeve HSL4-G HSL4-B Collapsible element HSL4-SK Distance sleeve Washer HSL4 Hexagonal bolt Hexagonal nut HSL4-G Threaded rod HSL4-B Hexagonal bolt with safety cap Countersunk bolt HSL4-SK Cup washer
Updated: Jun-21
Material Carbon steel, galvanized to ≥ 5 µm Carbon steel, galvanized to ≥ 5 µm POM + TPE Plastic element Carbon steel, galvanized to ≥ 5 µm Carbon steel, galvanized to ≥ 5 µm Carbon steel, galvanized to ≥ 5 µm, rupture elongation ≥ 12% Carbon steel, galvanized to ≥ 5 µm Carbon steel, galvanized to ≥ 5 µm, rupture elongation ≥ 12% Carbon steel, galvanized to ≥ 5 µm, rupture elongation ≥ 12% Carbon steel, galvanized to ≥ 5 µm, rupture elongation ≥ 12% Carbon steel, galvanized to ≥ 5 µm
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Anchor dimensions of HSL4, HSL4-G, HSL4-B, HSL4-SK Anchor version HSL4 HSL4-G HSL4 HSL4-G HSL4-B
HSL4-SK
9
Thread size M8
tfix [mm] min max 5 200
ds [mm]
l1 [mm]
l2 [mm]
l3 [mm]
11,9
12
32
15,2
l4 [mm] min max 19 214
p [mm] 2
M10
5
200
14,8
14
36
17,2
23
218
3
M12
5
200
17,6
17
40
20
28
223
3
M16
10
200
23,6
20
54,4
24,4
34,5
224,5
4
M20
10
200
27,6
20
57
31,5
51
241
4
M24
10
200
31,6
22
65
39
57
247
4
M8
6
20
11,9
12
32
15,2
18,2
28,2
2
M10
6
20
14,8
14
36
17,2
32,2
3
M12
8
25
17,6
17
40
20
40
3
Updated: Jun-21
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Setting information Setting positions a)
a)
HSL4-SK can only be set in position 1.
Setting details for HSL4 Anchor version Nominal diameter of drill bit Max. cutting diameter of drill bit Max. diameter of clearance hole in the fixture Setting position Fixture thickness Effective fixture thickness Reduction of fixture thickness Effective anchorage depth Min. depth of drill hole Min. thickness of concrete member Width across flats Installation torque Anchor version Nominal diameter of drill bit Max. cutting diameter of drill bit Max. diameter of clearance hole in the fixture Setting position Fixture thickness Effective fixture thickness Reduction of fixture thickness Effective anchorage depth Min. depth of drill hole Min. thickness of concrete member Width across flats Installation torque Updated: Jun-21
M8
M10
M12
d0 dcut
[mm] [mm]
12 12,5
15 15,5
18 18,5
df
[mm]
14
17
20
i
tfix,1 tfix,i Δi hef,i h1, i hmin,i SW Tinst
[mm]
d0 dcut
[mm] [mm]
20 80 100 170 13 15 M16 24 24,55
df
[mm]
26
[mm] [mm] [mm] [mm] [mm] [Nm]
tfix1 tfix,i Δi hef,i h1,i hmin,i SW Tinst
0 60 80 120
i
[mm] [mm] [mm] [mm] [mm] [mm] [Nm]
5-200
40 100 120 190
25 125 150 275 24 75
5-200 tfix,11) - Δi 0 20 70 90 90 110 140 195 17 25 M20 28 28,55
50 150 175 300
10-200 tfix,11) - Δi 0 30 125 155 155 185 250 380 30 145
5-200 40 110 130 215
0 80 105 160
31
10-200 0 100 125 200
25 105 130 225 19 60 M24 32 32,7
50 130 155 250
35
10-200 60 185 215 410
0 150 180 300
30 180 210 405 36 210
60 210 240 435
10
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Setting details for HSL4-G Anchor version Nominal diameter of drill bit Max. cutting diameter of drill bit Max. diameter of clearance hole in the fixture Setting position Fixture thickness Effective fixture thickness Reduction of fixture thickness Effective anchorage depth Min. depth of drill hole Min. thickness of concrete member Width across flats Installation torque Anchor version Nominal diameter of drill bit Max. cutting diameter of drill bit Max. diameter of clearance hole in the fixture Setting position Fixture thickness Effective fixture thickness Reduction of fixture thickness Effective anchorage depth Min. depth of drill hole Min. thickness of concrete member Width across flats Installation torque
M8
M10
M12
d0 dcut
[mm] [mm]
12 12,5
15 15,5
18 18,5
df
[mm]
14
17
20
i
tfix,1 tfix,i Δi hef,i h1, i hmin,i
[mm] [mm] [mm] [mm] [mm]
SW Tinst
[mm] [Nm]
d0 dcut df
5-200
SW Tinst
0 60 80
20 80 100
40 100 120
5-200 tfix,11) - Δi 0 20 70 90 90 110
120
170
190
140
195
40 110 130
0 80 105
25 105 130
50 130 155
215
160
225
250
[mm] [mm]
19 60 M24 32 32,7
[mm]
26
31
35
[mm] [mm] [mm] [mm] [mm]
10-200
0 100 125
25 125 150
50 150 175
10-200 tfix,11) - Δi 0 30 125 155 155 185
200
275
300
250
[mm] [Nm]
24 70
380
5-200
17 27 M20 28 28,55
hmin,i
13 20 M16 24 24,55
i
tfix1 tfix,i Δi hef,i h1,i
10-200 60 185 215
0 150 180
30 180 210
60 210 240
410
300
405
435
30 105
36 180
Setting details for HSL4-B Anchor version Nominal diameter of drill bit Max. cutting diameter of drill bit Max. diameter of clearance hole in the fixture Setting position Fixture thickness Effective fixture thickness Reduction of fixture thickness Effective anchorage depth Min. depth of drill hole Min. thickness of concrete member Width across flats Installation torque 11
M12
M16
M20
M24
d0 dcut
[mm] [mm]
18 18,5
24 24,55
28 28,55
32 32,7
df
[mm]
20
26
31
35
i
tfix,1 tfix,i Δi hef,i h1, i
[mm]
hmin,i
[mm] 0 [mm] 80 [mm] 105 [mm] 160
SW Tinst
[mm] [Nm]
5 - 200
25 50 105 130 130 155
10 - 200 10 - 200 10 - 200 1) tfix,1 - Δi 0 25 50 0 30 60 0 30 60 100 125 150 125 155 185 150 180 210 125 150 175 155 185 215 180 210 240
225
200
250
275 300
250 380 410 300 405 435
24 30 36 41 The torque moment is controlled by the safety cap Updated: Jun-21
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Setting details for HSL4-SK a) Anchor version Nominal diameter of drill bit Max. cutting diameter of drill bit Max. diameter of clearance hole in the fixture Top diameter of countersunk head in the fixture Bottom diameter of countersunk head in the fixture Height of the countersunk head in the fixture Min. Fixture thickness Effective anchorage depth Min. depth of drill hole Min. thickness of concrete member Width across flats Installation torque a) b)
M10
M12
d0 dcut
[mm] [mm]
12 12,5
15 15,5
18 18,5
df
[mm]
14
17
20
dh
[mm]
22,5
25,5
32,9
dh
[mm]
11,4
14,4
17,4
hcs
[mm]
5,8
5,8
8,0
tfix,minb) hef h1 hmin SW Tinst
[mm] [mm] [mm] [mm] [mm] [Nm]
6 60 80 120 5 20
6 70 90 140 6 32
8 80 105 160 8 65
HSL4-SK can only be set in position 1. The influence of the thickness of fixture to the characteristic resistance for shear loads, steel failure without lever arm is taken into account
Installation equipment Anchor size Rotary hammer
Diamond coring
Other tools 1)
M8
M8
M10 TE 2 – TE 30
M12
M16
M20 TE 40 – TE 80
M24
DD 30-W or DD-EC-1 + DD 30-W or DD-EC-1 + SPX-T SPX-T DD 110 / 150 + SPX-L DD 110 / 150 + SPX-L handheld handheld DD 120 / 160 / 150 + DD 120 / 160 / 150 / SPX-L 200 / 250 + SPX-L blow out pump, hammer, torque wrench 1)
DD 30-W or DD-EC-1 + SPX-T DD 110 / 150 + SPX-L handheld
HSL4-B only requires a regular wrench as it automatically ensures correct torque is applied.
Updated: Jun-21
12
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Setting parameters for HSL4, HSL4-G, HSL4-B, HSL4-SK a) Anchor size M8 b) i Setting position Minimum base material thickness hmin [mm] 120 170 Uncracked concrete smin [mm] 60 Minimum spacing for c ≥ [mm] 100 cmin [mm] 60 Minimum edge distance for s ≥ [mm] 100 Cracked concrete smin [mm] 50 Minimum spacing for c ≥ [mm] 80 cmin [mm] 60 Minimum edge distance for s ≥ [mm] 80 Anchor size M16 i Setting position Minimum base material thickness hmin [mm] 200 275 Uncracked concrete smin [mm] 100 Minimum spacing for c ≥ [mm] 240 cmin [mm] 100 Minimum edge distance for s ≥ [mm] 240 Cracked concrete smin [mm] 80 Minimum spacing for c ≥ [mm] 180 cmin [mm] 100 Minimum edge distance for s ≥ [mm] 200 a) b)
13
M10
M12
190
140
195
215
160
225
250
70 100 70 160
80 160 80 240
70 100 70 120 M20
70 140 70 160 M24
300
250
380
410
300
405
435
125 300 150 300
150 300 150 300
120 220 120 220
120 260 120 280
HSL4-SK only available in sizes M8-M12, HSL4-B only available in sizes M12-M24 HSL4-SK can only be set in position 1.
Updated: Jun-21
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Setting instructions *For detailed information on installation of each specific HSL4 version, see instruction for use given with the package of the product. Setting instruction Hole drilling and cleaning
Anchor setting Hammer setting, check setting
Updated: Jun-21
14
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Anchor torqueing for HSL4, HSL4-G, HSL-4-SK a) Use torque wrench
HSL4-B Safety cap
b) Machine torqueing: Only HSL4 and HSL4-G M8 to M16.
15
Updated: Jun-21
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Setting instructions *For detailed information on installation of HSL4-G version, see instruction for use given with the package of the product.
Installation instructions for the filling set HSL4-G
Updated: Jun-21
16