Tæknilegar Upplýsingar fyrir HSL4 Múrbolta

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

4

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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 -

6

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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

8

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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

http://hilti.to/traceable-fastener

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

http://hilti.to/traceable-fastener

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

http://hilti.to/traceable-fastener

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

http://hilti.to/traceable-fastener

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

http://hilti.to/traceable-fastener

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