Tæknilegar Upplýsingar fyrir HIT-HY 200-A/R Múrboltalím

HIT-HY 200-A/R INJECTION MORTAR Technical Datasheet Update: May-21

HIT-HY 200 injection mortar Anchor design (EN 1992-4) / Rods&Sleeves / Concrete Injection mortar system

Benefits Hilti HIT- HY 200-A 500 ml foil pack (also available as 330 ml foil pack)

- SafeSet technology: Simplified method of borehole preparation using either Hilti hollow drill bit for hammer drilling or Roughening tool for diamond cored applications

Hilti HIT- HY 200-R, HIT- HY 200-R V3

- Suitable for non-cracked and cracked concrete C 20/25 to C 50/60

500 ml foil pack (also available as 330 ml foil pack) Anchor rod: HAS-U HAS-U HDG HAS-U A4 HAS-U HCR (M8-M30) Internally threaded sleeve: HIS-N HIS-RN (M8-M20) Anchor rod: HIT-Z HIT-Z-F HIT-Z-R (M8-M20)

- ETA Approved for seismic performance category C1, C2a) - Maximum load performance in cracked concrete and noncracked concrete - 100 years service lifetime resistanceb) - Small edge distance and anchor spacing possible - Manual cleaning for borehole diameter up to 20mm and hef≤10d for non-cracked concrete only - Three mortar versions: HY-200-R and HY-200-R V3 for slow cure applications and HY 200-A for fast cure applications

Anchor rod: HAS-D (M12-M20) a) b)

HIS-N internally threaded sleeves not approved for Seismic.

Only HIT-Z anchor rod has this feature.

Base material

Concrete (uncracked)

Concrete (cracked)

Installation conditions

100 Years Design Life

Hammer Diamond drilled holes drilled holes c)

Load conditions

Static/ quasi-static

a) b) c) d)

1

Seismic, ETA-C1, C2a)

Hilti SafeSet technology

Variable embedment depth

Small edge distance and spacing

High corrosion resistanceb)

PROFIS Engineering Design Software

Other information

Fatigue ETAd)

Fire resistance

European Technical Assessment

CE conformity

Corrosion resistanceb)

HIS-N internally threaded sleeves not approved for Seismic category C2.

High Corrosion resistant rods available only for HAS-U. Corrosion resistant rods available for HAS-U and HIS-N. Diamond drilling covered for HIT-Z rods. Diamond drilling only with Roughening Tool (RT) for HAS-U and HIS-N. Only for HAS-D rods.

Updated: May-21

Approvals / certificates Description

Product

Authority / Laboratory

No. / date of issue

European Technical Assessment a)

HY 200-A (Anchor)

DIBt, Berlin

ETA-11/0493 / 2019-08-30

European Technical Assessment a)

HY 200-A (HIT-Z)

DIBt, Berlin

ETA-12/0006 / 2020-10-28

European Technical Assessment a)

HY 200-R (Anchor)

DIBt, Berlin

ETA-12/0084 / 2019-08-28

European Technical Assessment a)

HY 200-R V3 (HIT-Z)

DIBt, Berlin

ETA-19/0632 / 2020-10-28

European Technical Assessment a)

HY 200-R (HIT-Z)

DIBt, Berlin

ETA-12/0028 / 2020-10-28

DIBt, Berlin

ETA-18/0972 / 2020-05-13

DIBt, Berlin

ETA-18/0978 / 2020-05-13

DIBt, Berlin

ETA-15/0296 / 2020-05-13

DIBt, Berlin

ETA-15/0802 / 2020-04-15

Federal Office for Civil Protection, Bern IBMB, Brunswick

BZS D 13-604 / 2013-12-31 BZS D 13-603 / 2013-12-31 3502/676/12 / 2017-09-15

European Technical Assessment a) European Technical Assessment a) European Technical Assessment a) European Technical Assessment a) Shockproof fastenings in civil defence installations Fire test report a)

HY 200-A/R/R V3 (HAS-D) HY 200-A/R/R V3 (HAS-D) HY 200-A (HIT-Z-D) HY 200-A (HIT-Z-D) HY 200-A/R HY 200-A/R

All data given in this section according to the ETA approval for the product.

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 - One typical embedment depth, as specified in the table - One anchor material, as specified in the tables - Concrete C 20/25 - Temperature range I (min. base material temp. -40°C, max. long/short term base material temp.: +24°C/40°C) - Short term loading. For long term loading please apply sus = 0.74b) b)

HIT-Z and HAS-D are suitable for permanent loading without any load reduction. sus is not considered for this element.

For hammer drilled holes, hammer drilled holes with Hilti hollow drill bit: Anchorage depth 1) Anchor size HAS-U Embedment depth Base material thickness HIS-N Embedment depth Base material thickness HIT-Z Embedment depth Base material thickness HAS-D Embedment depth Base material thickness 1)

M8

M10

M12

M16

M20

M24

M27

M30

[mm] [mm]

80 110

90 120

110 140

125 160

170 220

210 270

240 300

270 340

[mm] [mm]

90 120

110 150

125 170

170 230

205 270

-

-

-

[mm] [mm]

70 130

90 150

110 170

145 245

180 280

-

-

-

[mm] [mm]

-

-

100 130

125 160

170 220

-

-

-

The allowed range of embedment depth is shown in the setting details.

Updated: May-21

2

Characteristic resistance Anchor size Uncracked concrete HAS-U 5.8 HAS-U 8.8 HAS-U A4 Tension NRk HAS-U HCR HIS-N 8.8 HIT-Z a) HAS-D HAS-U 5.8 HAS-U 8.8 HAS-U A4 Shear VRk HAS-U HCR HIS-N 8.8 HIT-Z a) HAS-D Cracked concrete

Tension NRk

Shear VRk

a)

3

HAS-U 5.8 HAS-U 8.8 HAS-U A4 HAS-U HCR HIS-N 8.8 HIT-Z a) HAS-D HAS-U 5.8 HAS-U 8.8 HAS-U A4 HAS-U HCR HIS-N 8.8 HIT-Z a) HAS-D

M8

M10

M12

M16

M20

M24

M27

M30

[kN]

18,0 29,0 26,0 29,0 25,0 24,0 -

29,0 42,0 41,0 42,0 46,0 38,0 -

42,0 56,8 56,8 56,8 67,0 50,0 49,2

68,7 68,7 68,7 68,7 109 85,9 68,8

109 109 109 109 116 118,8 109

150 150 150 150 -

183 183 183 183 -

218 218 218 218 -

[kN]

9,0 15,0 13,0 15,0 13,0 12,0 -

15,0 23,0 20,0 23,0 23,0 19,0 -

21,0 34,0 30,0 34,0 34,0 27,0 34,0

39,0 63,0 55,0 63,0 63,0 48,0 63,0

61,0 98,0 86,0 98,0 58,0 73,0 149

88,0 141 124 124 -

115 184 115 161 -

140 224 140 196 -

[kN]

15,1 15,1 15,1 15,1 24,7 20,2 -

21,2 21,2 21,2 21,2 39,7 29,4 -

35,2 35,2 35,2 35,2 48,1 39,7 34,4

48,1 48,1 48,1 48,1 76,3 60,1 48,1

76,3 76,3 76,3 76,3 101 83,2 76,3

105 105 105 105 -

128 128 128 128 -

153 153 153 153 -

[kN]

9,0 15,0 13,0 15,0 13,0 12,0 -

15,0 23,0 20,0 23,0 23,0 19,0 -

21,0 34,0 30,0 34,0 34,0 27,0 34,0

39,0 63,0 55,0 63,0 63,0 48,0 63,0

61,0 98,0 86,0 98,0 58,0 73,0 149

88,0 141 124 124 -

115 184 115 161 -

140 224 140 196 -

Hilti anchor rod HIT-Z-F: M16 and M20.

Updated: May-21

Design resistance Anchor size Uncracked concrete HAS-U 5.8 HAS-U 8.8 HAS-U A4 Tension NRd HAS-U HCR HIS-N 8.8 HIT-Z a) HAS-D HAS-U 5.8 HAS-U 8.8 HAS-U A4 Shear VRd HAS-U HCR HIS-N 8.8 HIT-Z a) HAS-D Cracked concrete HAS-U 5.8 HAS-U 8.8 HAS-U A4 Tension NRd HAS-U HCR HIS-N 8.8 HIT-Z a) HAS-D HAS-U 5.8 HAS-U 8.8 HAS-U A4 Shear VRd HAS-U HCR HIS-N 8.8 HIT-Z a) HAS-D a)

[kN]

[kN]

[kN]

[kN]

M8

M10

M12

M16

M20

M24

M27

M30

12,0 19,3 13,9 19,3 16,7 16,0 7,2 12,0 8,3 12,0 10,4 9,6 -

19,3 28,0 21,9 28,0 30,7 25,3 12,0 18,4 12,8 18,4 18,4 15,2 -

28,0 37,8 31,6 37,8 44,7 33,3 32,8 16,8 27,2 19,2 27,2 27,2 21,6 27,2

45,8 45,8 45,8 45,8 72,7 57,3 45,8 31,2 50,4 35,3 50,4 50,4 38,4 50,4

72,7 72,7 72,7 72,7 77,3 79,2 72,7 48,8 78,4 55,1 78,4 46,4 58,4 119

99,8 99,8 99,8 99,8 70,4 113 79,5 70,9 -

122 122 80,4 122 92,0 147 48,3 92,0 -

146 146 98,3 146 112 179 58,8 112 -

10,1 10,1 10,1 10,1 16,5 13,4 7,2 12,0 8,3 12,0 10,4 9,6 -

14,1 14,1 14,1 14,1 26,5 19,6 12,0 18,4 12,8 18,4 18,4 15,2 -

23,5 23,5 23,5 23,5 32,1 26,5 22,9 16,8 27,2 19,2 27,2 27,2 21,6 27,2

32,1 32,1 32,1 32,1 50,9 40,1 32,1 31,2 50,4 35,3 50,4 50,4 38,4 50,4

50,9 50,9 50,9 50,9 67,4 55,4 50,9 48,8 78,4 55,1 78,4 46,4 58,4 102

69,9 69,9 69,9 69,9 70,4 113 79,5 70,9 -

85,4 85,4 80,4 85,4 92,0 147 48,3 92,0 -

102 102 98,3 102 112 179 58,8 112 -

Hilti anchor rod HIT-Z-F: M16 and M20.

Updated: May-21

4

Recommended loads Anchor size Uncracked concrete HAS-U 5.8 HAS-U 8.8 HAS-U A4 Tension NRd HAS-U HCR HIS-N 8.8 HIT-Z HAS-D HAS-U 5.8 HAS-U 8.8 HAS-U A4 Shear VRd HAS-U HCR HIS-N 8.8 HIT-Z HAS-D Cracked concrete HAS-U 5.8 HAS-U 8.8 HAS-U A4 Tension NRd HAS-U HCR HIS-N 8.8 HIT-Z HAS-D HAS-U 5.8 HAS-U 8.8 HAS-U A4 Shear VRd HAS-U HCR HIS-N 8.8 HIT-Z HAS-D

5

[kN]

[kN]

[kN]

[kN]

M8

M10

M12

M16

M20

M24

M27

M30

8,6 13,8 9,9 13,8 11,9 11,4 5,1 8,6 6,0 8,6 7,4 6,9 -

13,8 20,0 15,7 20,0 21,9 18,1 8,6 13,1 9,2 13,1 13,1 10,9 -

20,0 27,0 22,5 27,0 31,9 23,8 23,4 12,0 19,4 13,7 19,4 19,4 15,4 19,4

32,7 32,7 32,7 32,7 51,9 40,9 32,7 22,3 36,0 25,2 36,0 36,0 27,4 36,0

51,9 51,9 51,9 51,9 55,2 56,6 51,9 34,9 56,0 39,4 56,0 33,1 41,7 85,1

71,3 71,3 71,3 71,3 50,3 80,6 56,8 50,6 -

87,1 87,1 57,4 87,1 65,7 105 34,5 65,7 -

104 104 70,2 104 80,0 128 42,0 80,0 -

7,2 7,2 7,2 7,2 11,8 9,6 5,1 8,6 6,0 8,6 7,4 6,9 -

10,1 10,1 10,1 10,1 18,9 14,0 8,6 13,1 9,2 13,1 13,1 10,9 -

16,8 16,8 16,8 16,8 22,9 18,9 16,4 12,0 19,4 13,7 19,4 19,4 15,4 19,4

22,9 22,9 22,9 22,9 36,3 28,6 22,9 22,3 36,0 25,2 36,0 36,0 27,4 36,0

36,3 36,3 36,3 36,3 48,1 39,6 36,3 34,9 56,0 39,4 56,0 48,1 41,7 72,7

49,9 49,9 49,9 49,9 50,3 80,6 56,8 50,6 -

61,0 61,0 57,4 61,0 65,7 105 34,5 65,7 -

72,7 72,7 70,2 72,7 80,0 128 42,0 80,0 -

Updated: May-21

Fatigue resistance All data in this section applies to: - Correct setting (See setting instruction) - No edge distance and spacing influence - Minimum base material thickness - Concrete C 20/25 - Temperature range I (min. base material temp. -40°C, max. long/short term base material temp.: +24°C/40°C)

Anchorage depth Anchor size HAS-D Embedment depth Base material thickness HIT-Z-D TP, HIT-Z-R-D TP Embedment depth Base material thickness

M12

M16

M20

[mm] [mm]

100 130

125 160

170 220

[mm]

-

125 160/225

-

[mm]

Characteristic resistance under tension, shear and combined fatigue load in concrete (design method II acc. to TR 061) for HAS-D Anchor size

M12

M16

M20

20,1

34,0

43,5

Tension fatigue load Steel failure Characteristic resistance

NRk,s,0,

Partial factor

Ms,N,fat

[kN] [-]

1,35

Concrete failure Effective embedment depth

hef

[mm]

100

125

k,c,N,fat,

[-]

0,693

Partial factor

Mc,fat

[-]

1,5

Load transfer factor for fastener group

FN

[-]

0,79

Reduction

factor1)

170

Shear fatigue load Steel failure Characteristic resistance

VRk,s,0,

Partial factor

Ms,V,fat

[kN]

8,2

[-]

15,0

21,1

1,35

Concrete failure Effective length of fastener

lf

[mm]

100

125

170

Effective outside diameter of fastener

dnom

[mm]

14

18

24

Reduction factor1)

k,c,V,fat,

[-]

0,652

Partial factor

Mc,fat

[-]

1,5

Load transfer factor for fastener group

FV

[-]

0,81

Exponent for combined fatigue sn load c

[-]

1,5

[-]

1,5

Combined fatigue load

1)

NRk,(c,sp),0, = k,c,N,fat, ∙ NRk,(c,sp) with NRk,(c,sp) according to ETA-18/0972; VRk,(c,cp),0, = k,c,V,fat, ∙ VRk,(c,cp) with VRk,(c,cp) according to ETA18/0972.

Updated: May-21

6

Characteristic Wöhler curve under tension and shear fatigue load

Characteristic resistance under tension, shear and combined fatigue load in concrete (design method II acc. to TR 061) for HIT-Z-(R)-D TP Anchor size

M16

Tension fatigue load Steel failure Characteristic resistance HIT-Z-D TP

NRk,s,0,

[kN]

18,8

Characteristic resistance HIT-Z-R-D TP

NRk,s,0,

[kN]

12,4

Partial factor

Ms,N,fat

[-]

1,35

[mm]

125 0,50

Concrete failure Effective embedment depth

hef

Reduction factor1)

k,c,N,fat,

[-]

Partial factor

Mc,fat

[-]

1,5

Load transfer factor for fastener group

FN

[-]

0,79

Shear fatigue load Steel failure Characteristic resistance HIT-Z-D TP

VRk,s,0,

[kN]

8,0

Characteristic resistance HIT-Z-R-D TP

VRk,s,0,

[kN]

8,0

Partial factor

Ms,V,fat

[-]

1,35 125

Concrete failure Effective length of fastener

lf

[mm]

Effective outside diameter of fastener

dnom

[mm]

Reduction factor1)

k,c,V,fat,

[-]

0,50

Partial factor

Mc,fat

[-]

1,5

Load transfer factor for fastener group

FV

[-]

0,75

Exponent for combined fatigue load under steel failure HIT-Z-D TP

sn

[-]

Exponent for combined fatigue load under steel failure HIT-Z-R-D TP

sn

[-]

1,1

Exponent for combined fatigue load for concrete failure

c

[-]

1,5

18

Combined fatigue load

1)

7

1,4

NRk,(c,sp),0, = k,c,N,fat, ∙ NRk,(c,sp) with NRk,(c,sp) according to ETA-15/0296; VRk,(c,cp),0, = k,c,V,fat, ∙ VRk,(c,cp) with VRk,(c,cp) according to ETA15/0296

Updated: May-21

Characteristic Wöhler curve under tension and shear fatigue load

Seismic resistance (for a single anchor) All data in this section applies to: - Correct setting (See setting instruction with hammer drilling) - No edge distance and spacing influence - Steel failure - Minimum base material thickness - Concrete C 20/25 - Temperature range I (min. base material temp. -40°C, max. long/short term base material temp.: +24°C/40°C) - Installation temperature range -10°C to +40°C - αgap = 1,0 (using Hilti seismic filling set) For hammer drilled holes and hammer drilled holes with Hilti hollow drill bit: Anchorage depth for seismic C2 Anchor size HAS-U hef Embedment depth HIT-Z hef Embedment depth

M8

M10

M12

M16

M20

M24

M27

M30

[mm]

-

-

-

125

170

210

-

-

[mm]

-

-

110

145

180

-

-

-

170

245

280

-

-

-

Characteristic resistance in case of seismic performance category C2 Anchor size M8 M10 M12 M16 HAS-U 8.8 24,5 [kN] Tension NRk,seis HIT-Z a) 22,0 51,1 HAS-U 8.8 w/ filling set 46,0 HAS-U 8.8 w/o filling set Shear VRk,seis [kN] 40,0 HIT-Z a) w/ filling set 23,0 41,0

M20 45,9 70,7 77,0 71,0 61,0

M24 55,4 103 90,0 -

M27 -

M30 -

M20 30,6 47,1 61,6 56,8 48,8

M24 36,9 82,4 72,0 -

M27 -

M30 -

Base material thickness

a)

[mm]

Hilti anchor rod HIT-Z-F: M16 and M20.

Design resistance in case of seismic performance category C2 Anchor size M8 M10 M12 HAS-U 8.8 Tension NRd,seis [kN] HIT-Z a) 14,7 HAS-U 8.8 w/ filling set HAS-U 8.8 w/o filling set [kN] Shear VRd,seis a) HIT-Z w/ filling set 18,4 a)

M16 16,3 34,1 36,8 32,0 32,8

Hilti anchor rod HIT-Z-F: M16 and M20.

Updated: May-21

8

Anchorage depth for seismic C1 Anchor size HAS-U Embedment depth hef HIT-Z hef Embedment depth Base material thickness h

M8

M10

M12

M16

M20

M24

M27

M30

[mm]

-

90

110

125

170

210

240

270

[mm] [mm]

70 130

90 150

110 170

145 245

180 280

-

-

-

Characteristic resistance in case of seismic performance category C1 Anchor size M8 M10 M12 M16 HAS-U 8.8 14,7 29,0 44,0 Tension NRk,seis [kN] HIT-Z a); HIT-Z-R 17,1 25,0 33,8 51,1 HAS-U 8.8 23,0 34,0 63,0 Shear VRk,seis [kN] a) HIT-Z ; HIT-Z-R 8,5 12,0 16,0 28,0

M20 72,5 70,7 98,0 45,0

M24 99,6 -

M27 122 -

M30 145 -

141 -

184 -

224 -

M16 29,3 34,1 50,4 22,4

M20 48,4 47,1 78,4 36,0

M24 66,4 -

M27 81,1 -

M30 96,8 -

113 -

145 -

173 -

a)

Hilti anchor rod HIT-Z-F: M16 and M20.

Design resistance in case of seismic performance category C1 Anchor size M8 M10 M12 HAS-U 8.8 9,8 19,4 Tension NRd,seis [kN] HIT-Z a); HIT-Z-R 11,4 16,7 22,5 HAS-U 8.8 18,4 27,2 [kN] Shear VRd,seis HIT-Z a); HIT-Z-R 6,8 9,6 12,8 a)

Hilti anchor rod HIT-Z-F: M16 and M20.

Materials Mechanical properties for HAS-U Anchor size

Nominal tensile strength fuk

Yield strength fyk

Stressed crosssection As Moment of resistance W

9

M8

M10

M12

M16

M20

M24

M27

M30

HAS-U 5.8 (HDG) HAS-U 8.8 (HDG) AM 8.8 (HDG) [N/mm²] HAS-U A4 HAS-U HCR HAS-U 5.8 (HDG) HAS-U 8.8 (HDG) AM 8.8 (HDG) [N/mm²] HAS-U A4 HAS-U HCR

500

500

500

500

500

500

-

-

800

800

800

800

800

800

800

800

700 800 440

700 800 440

700 800 440

700 800 440

700 800 400

700 700 400

500 -

500 -

640

640

640

640

640

640

640

640

450 640

450 640

450 640

450 640

450 640

450 400

210 -

210 -

HAS-U

[mm²]

36,6

58,0

84,3

157

245

353

459

561

HAS-U

[mm³]

31,2

62,3

109

277

541

935

1387

1874

Updated: May-21

Mechanical properties for HIS-N Anchor size Nominal tensile strength fuk

Yield strength fyk

Stressed crosssection As Moment of resistance W

HIS-N Screw 8.8 HIS-RN Screw A4-70 HIS-N Screw 8.8 HIS-RN Screw A4-70 HIS-(R)N Screw HIS-(R)N Screw

Mechanical properties for HIT-Z Anchor size HIT-Z(-F) a) Nominal tensile strength fuk HIT-Z-R HIT-Z(-F) a) Yield strength fyk HIT-Z-R Stressed crossHIT-Z(-F) a) section of thread HIT-Z-R As Moment of HIT-Z(-F) a) HIT-Z-R resistance W a)

M8 490 800 700 700 390

M10 490 800 700 700 390

M12 490 800 700 700 390

M16 490 800 700 700 390

M20 490 800 700 700 390

640 350 450 51,5 36,6 145 31,2

640 350 450 108 58,0 430 62,3

640 350 450 169 84,3 840 109

640 350 450 256 157 1595 277

640 350 450 238 245 1543 541

M8 650 650 520 520

M10 650 650 520 520

M12 650 650 520 520

M16 610 610 490 490

M20 595 595 480 480

[mm²]

36,6

58,0

84,3

157

245

[mm³]

31,9

62,5

109,7

278

542

[N/mm²]

[N/mm²]

[mm²] [mm³]

[N/mm²] [N/mm²]

Hilti anchor rod HIT-Z-F: M16 and M20.

Updated: May-21

10

Material quality for HAS-U Part Material Zinc coated steel Threaded rod, HAS-U 5.8 (HDG) Threaded rod, HAS-U 8.8 (HDG) Hilti Meter rod, AM 8.8 (HDG) Washer Nut Hilti Filling set (F)

Strength class 5.8; Elongation at fracture A5 > 8% ductile Electroplated zinc coated  5m; (HDG) hot dip galvanized ≥ 45 m Strength class 8.8; Elongation at fracture A5 > 12% ductile Electroplated zinc coated  5m; (HDG) hot dip galvanized ≥ 45 m Strength class 8.8; Elongation at fracture A5 > 12% ductile Electroplated zinc coated  5m (HDG) hot dip galvanized ≥ 45 m Electroplated zinc coated ≥ 5 m, hot dip galvanized ≥ 45 m Strength class of nut adapted to strength class of threaded rod.

Electroplated zinc coated  5m, (HDG) hot dip galvanized ≥ 45 m Filling washer: Electroplated zinc coated ≥ 5 µm / (HDG) Hot dip galvanized ≥ 45 µm Spherical washer: Electroplated zinc coated ≥ 5 µm / (HDG) Hot dip galvanized ≥ 45 µm Lock nut: Electroplated zinc coated ≥ 5 µm / (HDG) Hot dip galvanized ≥ 45 µm

Stainless Steel Strength class 70 for ≤ M24 and strength class 50 for > M24; Elongation at fracture A5 > 8% ductile Stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 EN 10088-1:2014 Washer Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 Nut Stainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014 High corrosion resistant steel Strength class 80 for ≤ M20 and class 70 for > M20, Threaded rod, Elongation at fracture A5 > 8% ductile HAS-U HCR High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014 Washer High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014 Nut High corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014 Threaded rod, HAS-U A4

Material quality for HIS-N Part Material Int. threaded Electroplated zinc coated ≥ 5 µm sleeve HIS-N Screw 8.8 Strength class 8.8, A5 > 8 % Ductile; Steel galvanized ≥ 5 µm Int. threaded Stainless steel 1.4401,1.4571 EN 10088-1:2014 sleeve HIS-RN Strength class 70, A5 > 8 % Ductile; Stainless steel 1.4401; 1.4404, 1.4578; 1.4571; Screw 70 1.4439; 1.4362 Material quality for HIT-Z Part Material Threaded rod HIT-Z Elongation at fracture > 8% ductile; Electroplated zinc coated ≥ 5 m Washer Electroplated zinc coated ≥ 5 m Strength class of nut adapted to strength class of anchor rod.

Nut Electroplated zinc coated ≥ 5 m Elongation at fracture > 8% ductile HIT-Z-F Multilayer coating, ZnNi-galvanized according to DIN 50979:2008-07 Washer Multilayer coating, ZnNi-galvanized according to DIN 50979:2008-07 Nut Multilayer coating, ZnNi-galvanized according to DIN 50979:2008-07 HIT-Z-R Elongation at fracture > 8% ductile; Stainless steel 1.4401, 1.4404 EN 10088-1:2014 Washer Stainless steel A4 according to EN 10088-1:2014 Strength class of nut adapted to strength class of anchor rod.

Nut Stainless steel 1.4401, 1.4404 EN 10088-1:2014

11

Updated: May-21

Material quality for HAS-D Part Material Fastener Steel according to EN 10087:1998, galvanized and coated Sealing washer Steel, electroplated zinc coated ≥ 5 µm Calotte nut Steel, electroplated zinc coated ≥ 5 µm Lock nut Steel, electroplated zinc coated ≥ 5 µm

Setting information In service temperature range Hilti HIT-HY 200 A (R) injection mortar with anchor rod HAS-U / HIS-(R)N may be applied in the temperature ranges given below. An elevated base material temperature leads to a reduction of the design bond resistance.

Temperature in the base material

Temperature range I Temperature range II

Base material temperature -40 °C to +40 °C -40 °C to +80 °C

Temperature range IIl

-40 °C to +120 °C

Temperature range

Maximum long term base Maximum short term base material temperature material temperature +24 °C +40 °C +50 °C +80 °C +72 °C

+120 °C

Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling.

Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time.

Curing and working time Temperature of the base material - 10°C < TBM ≤ - 5°C - 5°C < TBM ≤ 0°C 0°C < TBM ≤ 5°C 5°C < TBM ≤ 10°C 10°C < TBM ≤ 20°C 20°C < TBM ≤ 30°C 30°C < TBM ≤ 40°C

Updated: May-21

HIT-HY 200-A Maximum Minimum working curing time time tcure twork 7h 1,5 h 4h 50 min 2h 25 min 75 min 15 min 45 min 7 min 30 min 4 min 30 min 3 min

HIT-HY 200-R Maximum Minimum working curing time time tcure twork 3h 20 h 2h 8h 1h 4h 40 min 2,5 h 15 min 1,5 h 9 min 1h 6 min 1h

HIT-HY 200-R V3 Maximum Minimum working curing time time tcure twork 3h 20 h 1,5 h 8h 45 min 4h 30 min 2,5 h 15 min 1,5 h 9 min 1h 6 min 1h

12

Setting details / Design parameters for HAS-U Anchor size M8

M10

M12

M16

M20

M24

M27

M30

Nominal diameter of drill bit d0

[mm]

10

12

14

18

22

28

30

35

Eff. embedment depth and hef,min drill hole depth a) hef,max Minimum base material hmin thickness Maximum diameter of df clearance hole in the fixture Thickness of hfs Hilti filling set Effective fixture thickness tfix,eff with Hilti filling set Max. torque moment b) Tmax smin Minimum spacing

[mm] [mm]

60 160

60 200

70 240

80 320

90 400

96 480

108 540

120 600

[mm]

hef + 30 mm ≥100 mm

[Nm] [mm]

10 40

20 50

40 60

80 75

Minimum edge distance

cmin

[mm]

40

45

45

50

Critical spacing for splitting failure

scr,sp

[mm]

Critical edge distance for splitting failure c)

ccr,sp

Critical spacing for concrete scr,N cone failure Critical edge distance for ccr,N concrete cone failure

hef + 2 d0

[mm]

9

12

14

18

22

26

30

33

[mm]

-

-

-

11

13

15

-

-

150 90

200 115

270 120

300 140

55

60

75

80

[mm]

[mm]

tfix - hfs

2 ccr,sp 1,0  hef

for h / hef ≥ 2,00

4,6 hef – 1,8 h

for 2,0 > h / hef > 1,3

2,26 hef

for h / hef ≤ 1,3

[mm]

2 Ccr,N

[mm]

1,5 hef

For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) hef,min ≤ hef ≤ hef,max (hef: embedment depth). b) Maximum recommended torque moment to avoid splitting failure during instalation with minimum spacing and edge distance. c) h: base material thickness (h ≥ hmin).

13

Updated: May-21

Setting details / Design parameters for HIS-N Anchor size Nominal diameter of drill bit d0 [mm] Diameter of element d [mm] Effective anchorage and drill hef [mm] hole depth Minimum base material hmin [mm] thickness Diameter of clearance hole df [mm] in the fixture Thread engagement hs [mm] length; min - max Minimum spacing smin [mm] Minimum edge distance cmin [mm] Critical spacing for splitting scr,sp [mm] failure

M8 14 12,5

M10 18 16,5

M12 22 20,5

M16 28 25,4

M20 32 27,6

90

110

125

170

205

120

150

170

230

270

9

12

14

18

22

8-20

10-25

12-30

16-40

20-50

60 40

75 45

90 55

115 65

130 90

80

150

2 ccr,sp 1,0  hef

Critical edge distance for splitting failure a)

ccr,sp

[mm]

4,6 hef – 1,8 h

for h / hef ≥ 2,0 for 2,0 > h / hef > 1,3 for h / hef ≤ 1,3

2,26 hef Critical spacing for concrete cone failure Critical edge distance for concrete cone failure Max. torque moment b)

scr,N

[mm]

2 ccr,N

ccr,N

[mm]

1,5 hef

Tmax

[Nm]

10

20

40

For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) h: base material thickness (h ≥ hmin). b) Max. recommended torque moment to avoid splitting failure during Instalation with minimum spacing and edge distance.

Updated: May-21

14

Setting details / Design parameters for HAS-D Anchor size Nominal diameter of drill bit d0 [mm] d= Diameter of element [mm] dnom Effective anchorage and drill hole hef [mm] depth Minimum drill hole depth h0 [mm] Minimum base material thickness hmin [mm] Pre-setting: Maximum diameter of clearance hole df [mm] in the fixture Through-setting: Maximum diameter of clearance hole df [mm] in the fixture tfix,min [mm] Fixture thickness tfix,max [mm] Installation torque moment Tinst [Nm] Minimum spacing smin,ucr [mm] Uncracked Minimum edge concrete cmin,ucr [mm] distance Minimum spacing smin,ucr [mm] Cracked Minimum edge concrete cmin,ucr [mm] distance 1) 2)

M12 14

M16 18

M20 24

12

16

20

100

125

170

105 130

133 1601) / 170

180 2201) / 230

14

18

24

16

20

26

12

20

30 802)

16 200 50 60

552)

60

80

50

60

80

50

60

80

80 80

The reverse side of the concrete member shall have no break-through after drilling.

For min. edge distance cmin ≥ 80 mm, min. spacing smin = 55 mm.

Anchor dimension for HAS-D Anchor size Shaft diameter Fastener length l Calotte nut Lock nut

15

dk ≥ ≤

[mm]

SW SW

[mm] [mm]

[mm]

M12 12,5 143 531 18/19 19

M16 16,5 180 565 24 24

M20 22,0 242 623 30 30

Updated: May-21

Volume calculator app values per fastening point for HAS-D Anchor size M12 Anchor length [mm] 160 185 Volume [ml] 12,2 15,2

M16 200 19,0

Setting details / Design parameters for HIT-Z, HIT-Z-F and HIT-Z-R Anchor size M8 M10 Nominal diameter of drill bit d0 [mm] 10 12 min l [mm] 80 95 Length of anchor max l [mm] 120 160 60 60 Nominal embedment depth hnom,min [mm] rangea) hnom,max [mm] 100 120 Borehole condition 1 hmin [mm] hnom + 60 mm Min. base material thickness Borehole condition 2 hnom + 30 mm hmin [mm] Min. base material thickness ≥100 mm Maximum depth of drill hole h0 [mm] h – 30 mm Pre-setting: Diameter of df [mm] 9 12 clearance hole in the fixture Through-setting: Diameter of df [mm] 11 14 clearance hole in the fixture Maximum fixture thickness tfix [mm] 48 87 Maximum fixture thickness tfix [mm] 41 79 with seismic filling set Installation HIT-Z, HIT-Z-F torque HIT-Z-R momentb) Critical spacing for splitting failure

Critical edge distance for splitting failurec)

M20 280 44,0

220 22,5

M12 14 105 196 60 144

M16 18 155 420 96 192

M20 22 215 450 100 220

hnom + 100 mm hnom + 45 mm ≥45 mm h – 2 d0 14

18

22

16

20

24

120

303

326

111

292

314

Tinst

[Nm]

10

25

40

80

150

Tinst

[Nm]

30

55

75

155

215

scr,sp

[mm]

ccr,sp

[mm]

2 ccr,sp 1,5  hnom

for h / hnom ≥ 2,35

6,2 hnom - 2,0 h

for 2,35 > h / hnom > 1,35

3,5 hnom

for h / hnom ≤ 1,35

Critical spacing for concrete cone failure

scr,N

[mm]

2 Ccr,N

Critical edge distance concrete cone failure

ccr,N

[mm]

1,5 hnom

For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) Hnom,min ≤ hnom ≤ hnom,max (hnom: embedment depth). b) Recommended torque moment to avoid splitting failure during instalation with minimum spacing and edge distance. c) h: base material thickness (h ≥ hmin).

Pre-setting: Install anchor before positioning fixture

Updated: May-21

Through-setting: Install anchor through positioned fixture

16

Annular gap filled with Hilti HIT-HY 200-A

Drill hole condition 1 → non-cleaned borehole Drill hole condition 2 → drilling dust is completely removed Anchor dimension for HIT-Z Anchor size min l Length of anchor max l lHelix Helix length

[mm] [mm]

M8 80 120 30 or 50

M10 95 160 50 or 60

M12 105 196 60

M16 155 420 96

M20 215 450 100

l l Helix

Marking head marking

d

Minimum edge distance and spacing for HIT-Z For the calculation of minimum spacing and minimum edge distance of anchors in combination with different embedment depth and thickness of concrete member the following equation shall be fulfilled: Ai,req < Ai,cal Required interaction area Ai,cal for HIT-Z Anchor size Cracked concrete [mm²] Non-cracked concrete [mm²]

M8 19200 22200

M10 40800 57400

M12 58800 80800

M16 94700 128000

M20 148000 198000

Effective area Ai, ef of HIT-Z Member thickness h ≥ hnom +1,5·c

Single anchor and group of anchors with s > 3·c Group of anchors with s ≤ 3·c 17

[mm²] Ai,cal = (6·c) · (hnom + 1,5·c) [mm²] Ai,cal = (3·c + s) · (hnom + 1,5·c)

with c ≥ 5·d with c ≥ 5·d and s ≥ 5·d Updated: May-21

Member thickness h ≤ hnom +1,5·c

Single anchor and group of anchors with s > 3·c Group of anchors with s ≤ 3·c

[mm²] [mm²]

with c ≥ 5·d with c ≥ 5·d and s ≥ 5·d

Ai,cal = (6·c) · h Ai,cal = (3·c + s) · h

Best case minimum edge distance and spacing with required member thickness and Anchor size M8 M10 M12 Cracked concrete Member thickness h≥ [mm] 140 200 240 Embedment depth hnom ≥ [mm] 80 120 150

embedment depth M16 M20 300 200

370 220

Minimum spacing Corresponding edge distance Minimum edge distance Corresponding spacing Non-cracked concrete Member thickness Embedment depth Minimum spacing Corresponding edge distance Minimum edge distance

smin

[mm]

40

50

60

80

100

c

[mm]

40

55

65

80

100

cmin =

[mm] [mm]

40 40

50 60

60 65

80 80

100 100

h≥ [mm] hnom ≥ [mm] smin [mm]

140 80 40

230 120 50

270 150 60

340 200 80

410 220 100

c

[mm]

40

70

80

100

130

cmin

[mm]

40

50

60

80

100

Corresponding spacing

s

[mm]

40

145

160

160

235

s

Best case minimum member thickness and embedment depth with required minimum edge distance and spacing (borehole condition 1) Anchor size M8 M10 M12 M16 M20 Cracked concrete Member thickness h≥ [mm] 120 120 120 196 200 Embedment depth hnom ≥ [mm] 60 60 60 96 100 Minimum spacing smin [mm] 40 50 60 80 100 Corresponding edge [mm] 40 100 140 135 215 c distance Minimum edge distance cmin = [mm] 40 60 90 80 125 Corresponding spacing [mm] 40 160 220 235 365 s Non cracked concrete Member thickness h≥ [mm] 120 120 120 196 200 Embedment depth Minimum spacing Corresponding edge distance Minimum edge distance Corresponding spacing

Updated: May-21

hnom ≥ smin

[mm] [mm]

60 40

60 50

60 60

96 80

100 100

c

[mm]

50

145

200

190

300

cmin

[mm] [mm]

40 65

80 240

115 330

110 310

165 495

s

18

Minimum edge distance and spacing – Explanation Minimum edge and spacing geometrical requirements are determined by testing the installation conditions in which two anchors with a given spacing can be set close to an edge without forming a crack in the concrete due to tightening torque.

The HIT-Z boundary conditions for edge and spacing geometry can be found in the tables to the left. If the embedment depth and slab thickness are equal to or greater than the values in the table, then the edge and spacing values may be utilized.

PROFIS Anchor software is programmed to calculate the referenced equations in order to determine the optimized related minimum edge and spacing based on the following variables: Cracked or non-cracked concrete

For cracked concrete it is assumed that a reinforcement is present which limits the crack width to 0,3 mm, allowing smaller values for minimum edge distance and minimum spacing For smaller anchor diameter a smaller installation torque is required, allowing smaller values for minimum edge distance and minimum spacing Increasing these values allows smaller values for minimum edge distance and minimum spacing

Anchor diameter Slab thickness and embedment depth

Installation equipment Anchor size HAS-U Rotary hammer HIT-Z HIS-N Other tools

M8

M10 M12 M16 M20 M24 M27 M30 TE 2 – TE 16 TE 40 - TE 80 TE 2 – TE 40 TE 40 – TE 80 TE (-A) – TE 16(-A) TE 40 – TE 80 compressed air gun and blow out pump, set of cleaning brushes, dispenser Hollow Drill Bit roughening tools TE-YRT

Additional Hilti recommended tools a)

DD EC-1, DD 100 … DD 160 a)

For anchors in diamond drilled holes load values for combined pull-out and concrete cone resistance have to be reduced.

Cleaning, drilling and installation parameters Cleaning and installation

Drill bit diameters d0 [mm] HAS-U

HIT-Z, HIT-ZDb)

HAS-D

HIS-N

M8 M10 M12 M16 M20 M24 M27 M30

M8 M10 M12 M16 M20 -

M12 M16 M20 -

M8 M10 M12 M16 M20 -

a) b)

19

Hammer drill (HD)

Hollow Drill Bit (HDB)

10 12 14 18 22 / 24a) 28 30 32 35

12 14 18 22 / 24a) 28 32 35

Diamond coring Diamond With coring roughening (DD) tool (RT)

10 12 14 18 22 / 24a) 28 30 32 35

18 22 28 30 32 35

Brush HIT-RB

10 12 14 18 22 / 24a) 28 30 32 35

Piston plug HIT-SZ

-

12 14 18 22 / 24a) 28 30 32 35

Only for HAS-D. HIT-Z-D only available for M16.

Updated: May-21

Associated components for the use of Hilti Roughening tool TE-YRT Diamond coring Roughening tool TE-YRT

d0 [mm] Nominal 18 20 22 25 28 30 32 35

measured 17,9 to 18,2 19,9 to 20,2 21,9 to 22,2 24,9 to 25,2 27,9 to 28,2 29,9 to 30,2 31,9 to 32,2 34,9 to 35,2

d0 [mm]

size

18 20 22 25 28 30 32 35

18 20 22 25 28 30 32 35

Installation parameters for use of the Hilti Roughening tool TE-YRT Minimum roughening time hef [mm] troughen [sec] (troughen [sec] = hef [mm] /10) 0 to 100 10 101 to 200 20 201 to 300 30 301 to 400 40 401 to 500 50 501 to 600 60

Updated: May-21

Wear gauge RTG…

Minimum blowing time tblowing [sec] (tblowing [sec] = troughen [sec] + 20) 30 40 50 60 70 80

20

Setting instructions for HAS-U rods and HIS-N internally threaded sleeves *For detailed information on installation see instruction for use given with the package of the product Safety regulations.

Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 200 A (R).

Drilling

Hammer drilled hole (HD)

Hammer drilled hole with Hollow Drilled Bit (HDB) No cleaning required

Diamond Drilling + Roughening Tool (DD+RT)

Cleaning

Hammer drilling: Manual cleaning (MC) for drill diameters d0 ≤ 20 mm and drill hole depth h0 ≤ 10∙d.

Hammer drilling: Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 ≤ 20∙d.

Diamond cored holes with Hilti roughening tool: For all drill hole diameters d0 and drill hole depths h0.

21

Updated: May-21

Injection

Injection system preparation.

Injection method for drill hole depth hef ≤ 250 mm.

Injection method for drill hole depth hef > 250mm.

Injection method for overhead application and/or installation with embedment depth > 250 mm.

Setting the element

Setting element, observe working time “twork”.

Setting element for overhead applications, observe working time “twork”.

Loading the anchor after required curing time tcure

Updated: May-21

22

Setting instructions for HIT-Z & HIT-Z(-D) rods *For detailed information on installation see instruction for use given with the package of the product.

Safety regulations.

Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 200 A (R) Drilling Hammer drilling: Through-setting No cleaning required

Hammer drilling: Pre-setting No cleaning required

Hammer drilling with hollow drill bit: Through / pre-setting No cleaning required

Diamond coring: Through-setting

Diamond coring: Pre-setting

Cleaning

Hole flushing required for wet-drilled diamond cored holes.

23

Updated: May-21

Evacuation required for wet-drilled diamond cored holes.

Injection

Injection system preparation.

Injection of adhesive from the back of the drill hole without forming air voids.

Overhead installation only with the aid of extensions and piston plugs.

Through-setting: Fill 100% of the drill hole.

Pre-setting: Fill approx. 2/3 of the drill hole.

Setting the element Setting element to the required embedment depth before working time “twork” has elapsed.

Loading the anchor: After required curing time tcure.

Updated: May-21

24

Setting instructions for HAS-D rods *For detailed information on installation see instruction for use given with the package of the product.

Safety regulations.

Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 200 A (R) Drilling

Hammer drilling: Through-setting

Hammer drilling: Pre-setting

Hammer drilling with hollow drill bit: Through / pre-setting No cleaning required

Diamond coring: Through-setting

Diamond coring: Pre-setting

Cleaning

Hole flushing required for wet-drilled diamond cored holes.

25

Updated: May-21

Evacuation required for wet-drilled diamond cored holes.

Injection

Injection system preparation.

Injection of adhesive from the back of the drill hole without forming air voids.

Overhead installation only with the aid of extensions and piston plugs.

Through-setting: Fill 100% of the drill hole.

Pre-setting: Fill approx. 2/3 of the drill hole.

Setting the element

Setting element to the required embedment depth before working time “twork” has elapsed.

Removing excess mortar: After required curing time tcure.

Updated: May-21

26

Final assembly with sealing washer

Installation: Orient the round part of the calotte nut to the sealing washer and install.

Installation torque moment

Applying the lock nut: Tighten with a ¼ to ½ turn.

27

Updated: May-21

HIT-HY 200 injection mortar Anchor design (EN 1992-4) / Rebar elements / Concrete Injection mortar system

Benefits - SafeSet technology: Simplified method of borehole preparation using either Hilti hollow drill bit for hammer drilling or Roughening tool for diamond cored applications

Hilti HIT - HY 200-A 330 ml foil pack (also available as 500 ml foil pack)

- ETA seismic approval C1 - Suitable for cracked and noncracked concrete C 20/25 to C 50/60

Hilti HIT - HY 200-R

- Suitable for dry and water saturated concrete

330 ml foil pack (also available as 500 ml foil pack)

- High loading capacity, excellent handling - Small edge distance and anchor spacing possible - In service temperature range up to 120°C short term / 72°C long term

Rebar B500 B (8 - 32)

Concrete (cracked)

Dry concrete

Wet concrete

Static/ quasi-static

Installation conditions

Hammer drilling a)

- Two mortar versions: HY 200-R for slow cure applications and HY 200-A for fast cure applications

Load conditions

Base material

Concrete (noncracked)

- Large diameter applications

Diamond drilled holes a)

Seismic, ETA-C1

Fire resistance

Other informations

Variable embedment depth

Hilti SafeSet technology

Small edge distance and spacing

European Technical Assessment

CE conformity

PROFIS Rebar design Software

Diamond drilling only with Roughening Tool (RT).

Updated: May-21

28

Approvals / certificates Description

Product

Authority / Laboratory

No. / date of issue

European Technical Assessment a)

HY 200-A (Anchor)

DIBt, Berlin

ETA-11/0493 / 2019-08-30

European Technical Assessment a)

HY 200-R (Anchor)

DIBt, Berlin

ETA-12/0084 / 2019-08-28

a)

All data given in this section according to ETA-11/0493 issue 2019-08-30 and to ETA-12/0084 issue 2019-08-28.

Static and quasi-static loading (for a single anchor) All data in this section applies to - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Base material thickness, as specified in the table - One typical embedment depth, as specified in the table - One anchor material, as specified in the tables - Concrete C 20/25 - Temperate range I (min. base material temperature -40°C, max. long term/short term base material temperature: +24°C/40°C) - Short term loading. For long term loading please apply sus = 0.74

Embedment depth and base material thickness for static and quasi-static loading data 8 80 110

10 90 120

12 110 145

14 125 165

16 125 165

20 170 220

25 210 275

26 240 305

28 270 340

30 270 345

32 300 380

8

10

12

14

16

20

25

26

28

30

32

[kN]

24,1 14,0

33,9 22,0

49,8 31,0

66,0 42,0

68,7 55,0

109 86,0

150 135

183 146

218 169

218 194

256 221

[kN]

-

14,1 22,0

29,0 31,0

38,5 42,0

44,0 55,0

74,8 86,0

105 135

128 146

153 169

153 194

179 221

8

10

12

14

16

20

25

26

28

30

32

[kN]

16,1 9,3

22,6 14,7

33,2 20,7

44,0 28,0

45,8 36,7

72,7 57,3

99,8 90,0

122 97,3

146 113

146 129

170 147

[kN]

-

9,4 14,7

19,4 20,7

25,7 28,0

29,3 36,7

49,8 57,3

69,9 90,0

85,4 97,3

102 113

102 129

119 147

Anchor- size Typical embedment depth Base material thickness

[mm] [mm]

Characteristic resistance Anchor- size Non-cracked concrete Tensile NRk Shear VRk Cracked concrete Tensile NRk Shear VRk Design resistance Anchor- size Non-cracked concrete Tensile NRd Shear VRd Cracked concrete Tensile NRd Shear VRd

29

Updated: May-21

Seismic loading (for a single anchor) All data in this section applies to: - Correct setting (See setting) - No edge distance and spacing influence - Steel failure - Minimum base material thickness - Concrete C 20/25 - Temperate range I (min, base material temperature -40°C, max, long term/short term base material temperature: +24°C/40°C) - αgap = 1,0 Embedment depth and base material thickness in case of seismic performance category C1 Anchor- size Typical embedment depth Base material thickness

[mm] [mm]

8 -

10 90 120

12 110 145

14 125 165

16 125 165

20 170 220

25 210 275

26 240 305

28 270 340

30 270 345

32 300 380

20 65,2 60,0

25 99,6 95,0

26 120 102

28 145 118

30 145 136

32 170 155

Characteristic resistance in case of seismic performance category C1 Anchor- size Tensile NRk, seis Shear VRk, seis

[kN]

8 -

10 12,4 15,0

12 25,3 22,0

14 33,5 29,0

16 38,3 39,0

Design resistance in case of seismic performance category C1 Anchor- size Tensile NRd, seis Shear VRd, seis

[kN]

8 -

10 8,3 10,0

12 16,9 14,7

14 22,4 19,3

16 25,6 26,0

20 43,4 40,0

25 66,4 63,3

26 79,7 68,0

28 96,6 78,7

30 96,8 90,7

32 113 103

8

10

12

14

16

20

25

26

28

30

32

Materials Mechanical properties Anchor size Nominal tensile strength fuk

[N/mm²]

550

550

550

550

550

550

550

550

550

550

550

Yield strength fyk

[N/mm²]

500

500

500

500

500

500

500

550

500

550

500

[mm²] 50,3

78,5

113

154

201

314

491

531

616

707

804

[mm³] 50,3

98,2

170

269

402

785

1534

1726

2155

2651

3217

Stressed cross-section As Moment of resistance W

Material quality Part Rebar EN 1992-1-1:2004 and AC:2010

Updated: May-21

Material Bars and de-coiled rods class B or C according to NDP or NCL of EN 1992-1-1/NA:2013

30

Setting information Installation temperature range - 10°C to + 40°C Service temperature range Hilti HIT-HY 200 injection mortar may be applied in the temperature ranges given below, An elevated base material temperature may lead to a reduction of the design bond resistance, Temperature range Temperature range I Temperature range II Temperature range III

Base material temperature

Max, long term base material temperature

Max, short term base material temperature

-40 °C to + 40 °C -40 °C to + 80 °C -40 °C to + 120 °C

+ 24 °C + 50 °C + 72 °C

+ 40 °C + 80 °C + 120 °C

Max, short term base material temperature Short term elevated base material temperatures are those that occur over brief intervals, e,g, as a result of diurnal cycling, Max, long term base material temperature Long term elevated base material temperatures are roughly constant over significant periods of time, Curing and working time Temperature of the base material

HIT-HY 200-A Maximum working Minimum curing time time twork tcure

HIT-HY 200-R Maximum working minimum curing time time twork tcure

- 10°C < TBM ≤ - 5°C

1,5 h

7h

3h

20 h

- 5°C < TBM ≤ 0°C

50 min

4h

2h

8h

0°C < TBM ≤ 5°C

25 min

2 hour

1h

4h

5°C < TBM ≤ 10°C

15 min

75 min

40 min

2,5 h

10°C < TBM ≤ 20°C

7 min

45 min

15 min

1,5 h

20°C < TBM ≤ 30°C

4 min

30 min

9 min

1h

30°C < TBM ≤ 40°C

3 min

30 min

6 min

1h

Installation equipment Anchor size Rotary hammer

8

Other tools

31

26 10 12 14 16 20 25 28 30 TE 2 (-A) – TE 16 (-A) TE 40 – TE 80 Compressed air gun, blow out pump Set of cleaning brushes, dispenser

32

Updated: May-21

Setting details / Design parameters Anchor size Nominal diameter of drill bit Effective anchorage and drill hole depth range b) Minimum base material thickness Minimum spacing Minimum edge distance Critical spacing for splitting failure

Ø10

Ø12

Ø14

Ø16

Ø20

Ø25

Ø26

Ø28

Ø30

Ø32

d0

[mm]

10 / 12 a)

12 / 14 a)

14 / 16 a)

18

20

25

32

32

35

37

40

hef,min

[mm]

60

60

70

75

80

90

100

104

112

120

128

hef,max

[mm]

160

200

240

280

320

400

500

520

560

600

640

hmin

[mm]

smin

[mm] [mm]

hef + 30 mm ≥ 100 mm 40 50 60

70

80

100

125

130

140

150

160

40

50

50

65

70

75

75

80

80

cmin scr,sp

45

45

[mm] [mm]

Critical edge distance for splitting ccr,sp failure c)

Critical spacing for concrete cone failure Critical edge distance for concrete cone failure

Ø8

hef + 2 d0

2 ccr,sp 1,0  hef

for h / hef ≥ 2,0

4,6 hef - 1,8 h

for 2,0 > h / hef > 1,3

2,26 hef

for h / hef ≤ 1,3

[mm] scr,N

2 ccr,N [mm]

ccr,N

1,5 hef

For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced, a) Both given values for drill bit diameter can be used. b) hef,min ≤ hef ≤ hef,max (hef: embedment depth). c) h: base material thickness (h ≥ hmin).

Updated: May-21

32

Drilling and cleaning diameters Rebar

Hammer drill (HD)

Hollow Drill Bit (HDB)

Diamond coring with Roughening Tool (RT)

d0 [mm]

8 10 12 14 16 20 25 26 28 30 32 a)

12 / 10 a) 14 / 12 a) 16 / 14 a) 18 20 25 32 32 35 37 40

size [mm]

12 14 / 12 a) 16 / 14 a) 18 20 25 32 32 35 -

12 / 10 a) 14 / 12 a) 16 / 14 a) 18 20 25 32 32 35 37 40

18 20 25 32 35 35 -

Both given values can be used.

Associated components for the use of Hilti Roughening tool TE-YRT Diamond coring Roughening tool TE-YRT

d0 [mm] Nominal 18 20 22 25 28 30 32 35

measured 17,9 to 18,2 19,9 to 20,2 21,9 to 22,2 24,9 to 25,2 27,9 to 28,2 29,9 to 30,2 31,9 to 32,2 34,9 to 35,2

Wear gauge RTG…

d0 [mm]

size

18 20 22 25 28 30 32 35

18 20 22 25 28 30 32 35

Installation parameters for use of the Hilti Roughening tool TE-YRT Minimum roughening time hef [mm] troughen [sec] (troughen [sec] = hef [mm] /10) 0 to 100 10 101 to 200 20 201 to 300 30 301 to 400 40 401 to 500 50 501 to 600 60

33

Brush HIT-RB

Minimum blowing time tblowing [sec] (tblowing [sec] = troughen [sec] + 20) 30 40 50 60 70 80

Updated: May-21

Setting instructions *For detailed information on installation see instruction for use given with the package of the product, Safety regulations.

Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 200.

Hammer drilled hole (HD)

Hammer drilled hole with Hollow Drilled Bit (HDB) No cleaning required

Diamond Drilling + Roughening Tool (DD+RT)

Hammer drilling: Manual cleaning (MC) for drill diameters d0 ≤ 20 mm and drill hole depth h0 ≤ 10∙d.

Hammer drilling: Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 ≤ 20∙d.

Diamond cored holes with Hilti roughening tool: For all drill hole diameters d0 and drill hole depths h0.

Updated: May-21

34

Injection system preparation.

Injection method for drill hole depth hef ≤ 250 mm.

Injection method for overhead application and/or installations with embedment depth hef ≥ 250 mm.

Setting element, observe working time “twork”.

Setting element for overhead applications, observe working time “twork”.

Setting element, observe working time “twork”.

35

Updated: May-21

HIT-HY 200 injection mortar Rebar design (EN 1992-1-1) / Rebar elements / Concrete Injection mortar system

Benefits

Hilti HIT-HY 200-R 330 ml foil pack (also available as 500 ml foil pack)

- SafeSet technology: Simplified method of borehole preparation using either Hilti hollow drill bit for hammer drilling or Roughening tool for diamond cored applications - HY 200-R version is formulated for best handling and cure time specifically for rebar applications

Hilti HIT-HY 200-A 330 ml foil pack (also available as 500 ml foil pack)

- Approved for ETA seismic C1 approval for post-installed-rebar - Suitable for concrete C 12/15 to C 50/60 - Suitable for dry and water saturated concrete - For rebar diameters up to 32 mm - Non corrosive to rebar elements - Good load capacity at elevated temperatures - Suitable for embedment length up to 1000 mm

Rebar (8 - 32)

- Suitable for applications down to 10 °C - Two mortar versions: HY 200-A for slow cure applications and HY 200-R for fast cure applications

Load conditions

Base material

Concrete (non-cracked)

Concrete (cracked)

Dry concrete

Installation conditions

Hammer drilling a) b) c)

Diamond drilled holesc)

Wet concrete

Static/ quasi-static

Seismic, Fire resistance CSTBa)/ETA-C1b)

Other informations

Hilti SafeSet technology

European Technical Assessment

CE conformity

PROFIS Rebar design Software

Seismic data only valid for HY 200-A. Seismic data only valid for HY 200-R. Diamond drilling only with Roughening Tool (RT).

Updated: May-21

36

Approvals / certificates Description European Technical Assessment a) European Technical Assessment a) Assessment (fire) Assessment (fire) a)

Product

Authority / Laboratory

No. / date of issue

HY 200-A (Rebar)

DIBt, Berlin

ETA-11/0492 / 2014-06-26

DIBt, Berlin

ETA-12/0083 / 2019-06-21

CSTB, Marne la Vallée CSTB, Marne la Vallée

Z-21.8-1948 / 2013-11-14 Z-21.8-1947 / 2014-07-22

HY 200-R (Rebar) HY 200-A HY 200-R

All data given in this section according to ETA-11/0492, issue 2014-06-26 and ETA-12/0083, issue 2019-06-21.

Static and quasi-static loading Maximum design bond strength according to Hit Rebar Method design [1.1.2] Design bond strength according to EC2 [1.1.1]

fbd [N/mm2]

Extension for post-installed rebars with large cover (product dependent) Maximum design bond strength according to EC2

Seismic design bond strength according to CSTB [1.2.1]

Maximum seismic design bond strength according to EC2.

cd/ϕ [-]

Effective limit on bond stress for post-installed rebar using Hilti mortar systems and design bond strength values as provided by the EC2.

Static EC2 design (small concrete cover) Design bond strength in N/mm2 for good bond conditions All allowed drilling methods Concrete class Rebar - size C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 8 - 32

1,6

2,0

2,3

2,7

3,0

C40/50

C45/55

C50/60

3,7

4,0

4,3

3,4

For poor bond conditions multiply the values by 0,7. Values valid for non-cracked and cracked concrete.

Maximum design bond strength in N/mm2 for good bond conditions Non-cracked concrete, all allowed drilling methods Temperature Concrete class Rebar - size range C20/25 C25/30 C30/37 C35/45 C40/45

C45/55

C50/60

I: 40°C/24°C 8 8,2 II: 58°C/35°C 6,7 6,8 8 - 32 III: 70°C/43°C 5,7 5,8 Cracked concrete, all allowed drilling methods

8,3 6,9 5,9

8,4 7,0 6,0

8,6 7,1 6,1

8,7 7,2 6,1

8,8 7,3 6,2

I: 40°C/24°C II: 58°C/35°C III: 70°C/43°C

4,8 3,8 3,5

4,9 3,9 3,5

5,0 3,9 3,6

5,1 4,0 3,6

5,1 4,0 3,7

12 - 32

4,7 3,7 3,3

4,8 3,7 3,4

For poor bond conditions multiply the values by 0,7. *The reduction factor for rebar diameter equal to 10 mm is 0,72.

Additional Hilti Technical Data: 37

Updated: May-21

Reduction factor for splitting with large concrete cover:  = 0,306 (Hilti additional data) Minimum anchorage length and minimum lap length The minimum anchorage length b,min and the minimum lap length 0,min according to EN 1992-1-1 shall be multiplied by relevant Amplification factor αlb in the table below.

Amplification factor αlb for the min. anchorage length and min. lap length for All allowed hammer drilling methods Concrete class Rebar - size C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 1,0 8 - 32

C45/55

C50/60

Anchorage length for characteristic steel strength fyk=500 N/mm2 for good conditions All allowed drilling methods Rebar-size

Concrete class

8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 25 25 26 26 28 28 30 30 32 32

C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60 C20/25 C50/60

Yielding load

lb,min1)

l0,min1)

[kN] 21,9 21,9 34,1 34,1 49,2 49,2 66,9 66,9 87,4 87,4 110,6 110,6 136,6 136,6 165,3 165,3 196,7 196,7 213,4 213,4 230,8 230,8 267,7 267,7 307,3 307,3 349,7 349,7

[mm] 113 100 142 100 170 120 198 140 227 160 255 180 284 200 312 220 340 240 354 250 369 260 397 280 425 300 454 320

[mm] 200 200 200 200 200 200 210 210 240 240 270 270 300 300 330 330 360 360 375 375 390 390 420 420 450 450 480 480

lbd,y (α2=1)

2)

[mm] 378 202 473 253 567 303 662 354 756 404 851 455 945 506 1040 556 1134 607 1181 632 1229 657 1323 708 1418 758 1512 809

lbd,y (α2=0.7)

lbd,y,HRM 3)

[mm] 265 142 331 177 397 212 463 248 529 283 595 319 662 354 728 389 794 425 827 442 860 460 926 495 992 531 1059 566

(α2<0.7)

4)

[mm] 109 99 136 124 163 148 190 173 217 198 245 222 272 247 299 272 326 296 340 309 353 321 380 346 408 371 435 395

lmax -10°C ≤ Ct ≤ 0°C

5)

[mm] 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700

Ct

lmax 5)

> 0°C

[mm] 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000

1) According to EC2: EN 1992-1-1:2004 lb,min (8.6) and l0,min (8.11) are calculated for good bond conditions with characteristic yield strength fyk = 500 N/mm², γM=1,15 and 6 = 1,0.

2) Embedment depth for yield of the rebar and for cd/ϕ = 1 (characteristic yield strength fyk = 500 N/mm²).

3) Embedment depth for yield of the rebar and for cd/ϕ = 3 (characteristic yield strength fyk = 500 N/mm²).

4) Embedment depth according to Hit Rebar design for yield of the rebar and for cd/ϕ > 8 (Temperature range I, characteristic yield strength fyk = 500 N/mm²).

5) ct=concrete temperature.

Seismic data Updated: May-21

38

Seismic data according to ETA-12/0083 assessment Seismic reduction factor kb,seis for hammer drilling (HD) and (HDB) and compressed air drilling (CA) Reduction factor kb,seis Rebar - size Concrete class C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60 1,0 0,90 0,82 0,76 0,71 12 - 18 1,0 0,92 0,86 20 - 30 1,0 32 For poor bond conditions multiply the values 0,7.

Design values for the ultimate bond resistance fbd,seis 1) in N/mm2 for seismic loading for hammer drilling (HD) and (HDB) and compressed air drilling (CA) Bond resistance fbd,seis Concrete class Rebar - size C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60 2,0 2,3 2,7 3,0 12 - 18 2,0 2,3 2,7 3,0 3,4 3,7 20 - 30 2,0 2,3 2,7 3,0 3,4 3,7 4,0 4,3 32 1)

According to EN 1992-1-1:2004 for good bond conditions. For all other bond conditions multiply the values by 0.7.

Fire resistance a) Anchoring application

inst

Maximum force (Fs,T,max) in rebar in conjunction with HIT-HY 200 as a function of embedment depth (inst ) for the fire resistance classes F30 to F180 according to EC2. inst Fire resistance of bar [kN] Fs,T,max Rebar-size [kN] [mm] R30 R60 R90 R120 R180 80 3,0 0,7 0,2 0,0 0,0 120 7,0 2,2 1,3 0,7 0,2 170 10,2 9,2 4,0 1,7 210 11,0 7,5 16,19 8 230 16,2 14,5 10,9 16,2 16,2 250 14,5 16,2 300 16,2 100 6,1 2,0 1,0 0,4 0,0 150 19,3 9,3 7,1 2,2 1,0 190 18,0 15,9 9,3 4,9 25,29 230 24,7 18,1 13,7 10 260 25,3 24,7 20,3 25,3 280 25,3 24,7 25,3 320 25,3 120 15,3 6,0 1,9 1,1 0,3 36,42 12 180 31,0 19,0 17,8 8,5 7,0

39

Updated: May-21

Maximum force (Fs,T,max) in rebar in conjunction with HIT-HY 200 as a function of embedment depth (inst ) for the fire resistance classes F30 to F180 according to EC2

12

14

16

20

25

32

36,42

49,58

64,75

101,18

158,09

158,09

220 260 280 300 340 140 210 240 280 300 330 360 160 240 260 300 330 360 400 200 250 310 350 370 390 430 250 280 370 410 430 450 500 250 280 370 410 430 450 500

36,4

29,6

27,0

36,4

36,4

19,1 29,7 35,0 36,4

24,0 45,0

49,6

9,9 31,4 40,6

6,9 28,5 37,7

49,6

49,6

2,6 25,7 32,8 40,7 44,7 49,6

34,5 62,6

64,8

60,7 78,3

101,2

97,9 126,5

158,1

97,9 126,5

158,1

18,4 46,4 53,5

64,8

14,9 43,0 50,0 57,0 64,8

40,0 62,5 88,9

36,3 58,3 84,6

101,2

101,2

78,1 94,6 144,0

72,6 89,4 127,9 150,0

158,1

78,1 94,6 144,0

158,1

158,1 72,6 89,4 127,9 150,0 158,1

4,4 37,7 44,7 51,7 61,3 64,8 29,3 51,3 77,6 94,2 101,2 64,7 81,2 119,7 141,8 150,0 158,1 64,7 81,2 119,7 141,8 150,0 158,1

13,8 24,4 29,6 34,9 36,4 1,0 13,0 22,3 34,6 40,7 48,1 49,6 2,3 25,5 32,5 49,6 57,2 62,7 64,8 14,3 36,3 62,6 80,2 83,5 97,8 101,2 45,3 61,8 111,2 123,2 144,2 155,2 158,1 45,3 61,8 111,2 123,2 144,2 155,2 158,1

Characteristic yield strength fyk = 500 N/mm² Steel failure

Updated: May-21

40

b) Overlap joint application Max. bond stress, fbd,FIRE , depending on actual clear concrete cover for classifying the fire resistance.

It must be verified that the actual force in the bar during a fire, F s,T , can be taken up by the bar connection of the selected length, inst. Note: Cold design for ULS is mandatory.

Fs, T  (inst – cf)     fbd,FIRE where: (inst – cf)  s; s 

= lap length = nominal diameter of bar

inst – cf = selected overlap joint length; this must be at least s, fbd,FIRE

but may not be assumed to be more than 80  = bond stress when exposed to fire

Critical temperature-dependent bond stress, c, concerning “overlap joint” for Hilti HIT-HY 200 injection adhesive in relation to fire resistance class and required minimum concrete coverage c.

Clear concrete cover c [mm] 30

R30 0,6

35 40 45 50

0,7 0,9 1,0 1,2

55 60 65 70

1,5 1,8

75 80 85 90 95 100 105 110 115 120 125 130 135 200

41

Max. bond stress, c [N/mm²] R60 R90 R120 0,3 0,3 0,4 0,2 0,4 0,2 0,5 0,3

R180

-

0,6 0,8 0,9 1,0

0,3 0,4 0,5 0,5

0,2 0,3 0,3 0,3

1,2 1,5 1,7 2,0

0,6 0,7 0,8 1,0

0,4 0,5 0,5 0,6

0,2 0,3 0,3 0,3

1,1 1,3 1,5 1,7

0,7 0,8 0,9 1,1

0,4 0,4 0,5 0,5

2,0

1,2 1,4 1,6 1,9

0,6 0,6 0,7 0,8

2,1

0,9 2,3

2,2

2,2

2,2

Updated: May-21

Materials Material quality Part Rebar EN 1992-1-1

Material Bars and de-coiled rods class B or C with fyk and k according to NDP or NCL of EN 1992-1-1 fuk = ftk = k · fyk

Fitness for use Some creep tests have been conducted in accordance with ETAG guideline 001 part 5 and TR 023 in the following conditions: in dry environment at 50 °C during 90 days.

These tests show an excellent behaviour of the post-installed connection made with HIT-HY 200: low displacements with long term stability, failure load after exposure above reference load.

Resistance to chemical substances Chemical

Resistance

Air + Acetic acid 10% + Acetone o Ammonia 5% + Benzyl alcohol Chloric acid 10% o Chlorinated lime 10% + Citric acid 10% + Concrete plasticizer + De-icing salt (Calcium chloride) + Demineralized water + Diesel fuel + Drilling dust suspension pH 13,2 + Ethanol 96% Ethylacetate Formic acid 10% + Formwork oil + + resistant o resistant in short term (max. 48h) contact not resistant

Chemical Gasoline Glycole Hydrogen peroxide 10% Lactic acid 10% Maschinery oil Methylethylketon Nitric acid 10% Phosphoric acid 10% Potassium Hydroxide pH 13,2 Sea water Sewage sludge Sodium carbonate 10% Sodium hypochlorite 2% Sulfuric acid 10% Sulfuric acid 30% Toluene Xylene

Resistance + o o + + o o + + + + + + + + o o

Electrical Conductivity HIT-HY 200 in the hardened state is not conductive electrically. Its electric resistivity is 15,5109 ∙cm (DIN IEC 93 – 12.93). It is adapted well to realize electrically insulating anchoring (ex: railway applications, subway).

Updated: May-21

42

Setting information

Installation temperature range -10°C to +40°C Service temperature range Hilti HIT-HY 200 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance.

Temperature range

Base material temperature

Temperature range I

-40 °C to +80 °C

Maximum long term base material temperature +50 °C

Maximum short term base material temperature +80 °C

Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling.

Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time.

Curing and working time Temperature of the base material - 10°C < TBM ≤ - 5°C - 5°C < TBM ≤ 0°C 0°C < TBM ≤ 5°C 5°C < TBM ≤ 10°C 10°C < TBM ≤ 20°C 20°C < TBM ≤ 30°C 30°C < TBM ≤ 40°C

HIT-HY 200-A Maximum working Minimum curing time time twork tcure 7h 1,5 h 4h 50 min 2 hour 25 min 75 min 15 min 45 min 7 min 30 min 4 min 30 min 3 min

HIT-HY 200-R Maximum working minimum curing time time twork tcure 3h 20 h 2h 8h 1h 4h 40 min 2,5 h 15 min 1,5 h 9 min 1h 6 min 1h

Setting information Installation equipment Rebar – size Rotary hammer

8 - 16 18 - 32 TE 2 (-A)– TE 40(-A) TE40 – TE80 Blow out pump (hef ≤ 10∙d) Compressed air guna) Set of cleaning brushesb), dispenser, piston plug

Other tools

Compressed air gun with extension hose for all drill holes deeper than 250 mm (for ϕ 8 to ϕ 12) or deeper than 20·ϕ (for ϕ > 12 mm).

Automatic brushing with round brush for all drill holes deeper than 250 mm (for ϕ 8 to ϕ 12) or deeper than 20·ϕ (for ϕ > 12 mm).

a) b)

Minimum concrete cover cmin of the post-installed rebar Minimum concrete cover cmin [mm] Bar diameter Drilling method [mm] Without drilling aid With drilling aid Hammer drilling (HD) and (HDB) Compressed air drilling (CA)

43

ϕ < 25 ϕ ≥ 25 ϕ < 25 ϕ ≥ 25

30 + 0,06 · lv ≥ 2 · ϕ 40 + 0,06 · lv ≥ 2 · ϕ 50 + 0,08 · lv 60 + 0,08 · lv ≥ 2 · ϕ

30 + 0,02 · lv ≥ 2 · ϕ 40 + 0,02 · lv ≥ 2 · ϕ 50 + 0,02 · lv 60 + 0,02 · lv ≥ 2 · ϕ

Updated: May-21

Drilling and cleaning diameters

Rebar [mm]

Hammer drill (HD)

Hollow Drill Bit (HDB) b)

Compressed air drill (CA)

Diamond coring with roughening tool (RT)

d0 [mm]

8 10 12 14 16 18 20 22 24 25 26 28 30 32 a)

12 / 10 a) 14 / 12 a) 16 / 14 a) 18 20 22 25 28 32 32 35 35 37 40

12 14 / 12 a) 16 / 14 a) 18 20 22 25 28 32 32 -

Brush HIT-RB

Air nozzle HIT-RB

size [mm]

17 17 20 22 26 28 32 32 35 35 35 40

18 20 22 25 28 32 32 35 35 -

12 / 10 a) 14 / 12 a) 16 / 14 a) 18 18 20 22 22 25 28 28 32 32 35 35 35 37 40

12 / 10 a) 14 / 12 a) 16 / 14 a) 16 18 20 20 22 25 25 28

32

Maximum installation length l=250 mm.

Associated components for the use of Hilti Roughening tool TE-YRT Diamond coring Roughening tool TE-YRT

d0 [mm] Nominal 18 20 22 25 28 30 32 35

measured 17,9 to 18,2 19,9 to 20,2 21,9 to 22,2 24,9 to 25,2 27,9 to 28,2 29,9 to 30,2 31,9 to 32,2 34,9 to 35,2

d0 [mm]

size

18 20 22 25 28 30 32 35

18 20 22 25 28 30 32 35

Installation parameters for use of the Hilti Roughening tool TE-YRT Minimum roughening time hef [mm] troughen [sec] (troughen [sec] = hef [mm] /10) 0 to 100 10 101 to 200 20 201 to 300 30 301 to 400 40 401 to 500 50 501 to 600 60

Updated: May-21

Wear gauge RTG…

Minimum blowing time tblowing [sec] (tblowing [sec] = troughen [sec] + 20) 30 40 50 60 70 80

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Dispensers and corresponding maximum embedment depth v,max Dispenser HDM 330, HDM 500, HDE 500 Rebar Concrete temp. ≥ -10°C

HDE 500 Concrete temp. ≥ 0°C

v,max [mm]

v,max [mm]

700

1000

8 - 32

Setting instructions *For detailed information on installation see instruction for use given with the package of the product.

Safety regulations.

Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY 200.

Hammer drilled hole (HD)

Hammer drilled hole with Hollow Drilled Bit (HDB) No cleaning required

Diamond Drilling + Roughening Tool (DD+RT)

Hammer drilling: Manual cleaning (MC) for drill diameters d0 ≤ 20 mm and drill hole depth h0 ≤ 10∙d.

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Updated: May-21

Hammer drilling: Compressed air cleaning (CAC) for all drill hole diameters d0 and drill hole depths h0 ≤ 20∙d.

Diamond cored holes with Hilti roughening tool: For all drill hole diameters d0 and drill hole depths h0.

Injection system preparation.

Injection method for drill hole depth hef ≤ 250 mm.

Injection method for drill hole depth hef > 250mm.

Injection method for overhead application.

Setting element, observe working time “twork”.

Setting element for overhead applications, observe working time “twork”.

Updated: May-21

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Apply full load only after curing time “tcure“.

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Updated: May-21

Updated: May-21

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