Technical Information Re100 53v5r

Adhesive Anchoring Systems

HIT-RE 100 Adhesive Anchoring System 1.0

Product description

1.0 Product description

2.0

Technical data

3.0

Ordering information

The Hilti HIT-RE 100 adhesive anchoring system is used to resist static, wind and seismic tension and shear loads in normal-weight concrete having a compressive strength, f´c, of 17.2 MPa to 58.6 MPa. It is suitable to be used in cracked and uncracked concrete as defined per ICC-ES and ACI.

Listings/Approvals ICC-ES (International Code Council) ESR-3829 NSF/ANSI Std 61 certification for use of HIT-RE 100 in potable water City of Los Angeles Research Report No. 26027

Independent Code Evaluation IBC®/IRC® 2015 (ICC-ES AC308/ACI 355.4) IBC®/IRC® 2012 (ICC-ES AC308/ACI 355.4) IBC®/IRC® 2009 (ICC-ES AC308) IBC®/IRC® 2006 (ICC-ES AC308) LEED®: Credit 4.1-Low Emitting Materials

The Leadership in Energy and Environmental Design (LEED) Green Building Rating system™ is the nationally accepted benchmark for the design, construction, and operation of high performance green buildings.

Hilti HIT-RE 100 adhesive is an injectable two-component epoxy adhesive. The two components are separated by means of a dual-cylinder foil pack attached to a manifold. The two components combine and react when dispensed through a static mixing nozzle attached to the manifold.

• Mixing tube provides proper mixing, eliminates measuring errors and minimizes waste • Meets requirements of ASTM C88114, Type I, II, IV, and V Grade 3, Class A, B, C • Meets requirements of AASHTO specification M235, Type I, II, IV, and V Grade 3, Class A, B, C

Elements that are suitable for use with this system are as follows: threaded steel rods and steel reinforcing bars. Product Features • Seismic qualified with ICC-ES Acceptance Criteria AC308 and ACI 355.4 • Use in water-filled holes and underwater up to 50 m

2.0 Technical data

The following document is a supplement to the Hilti North American Product Technical Guide, Volume 2: Anchor Fastening Technical Guide, Edition 16. Specific sections in this supplement will refer to the aforementioned document. Please refer to the publication in its entirety for complete details on this product including data development, product specifications, general suitability, installation, corrosion and spacing and edge distance guidelines. To consult directly with a team member regarding our anchor fastening products, Hilti’s team of technical specialists on the following mail address [email protected].

2.1 Material specifications

For material specifications for anchor rods and inserts, please refer to section 3.2.8.

2.2 ACI 318-14 Chapter 17 design

The load values contained in this section are Hilti Simplified Design Tables. The load tables in this section were developed using the Strength Design parameters and variables of ESR-3187 and the equations within ACI 318-14 Chapter 17. For a detailed explanation of the Hilti Simplified Design Tables, refer to section 3.1.6. Data tables from ESR-3187 are not contained in this section, but can be found at www.icc-es.org or at www.hilti.ae.

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Adhesive Anchoring Systems

HIT-RE 100 Adhesive Anchoring System 2.3 Hilti HIT-RE 100 adhesive with deformed reinforcing bars (rebar) Cracked or uncracked concrete

Permissible concete conditions

Permissible drilling methods

Dry concrete

Uncracked Concrete

Water-saturated concrete

Cracked Concrete

Water-filled holes

Hammer Drilling with Carbide Tipped Drill Bit

Submerged (underwater)

Table 1 — Specifications for rebar installed with HIT-RE 100 adhesive Setting information

Symbol Units

Nominal bit diameter

Rebar size 8

10

12

14

16

20

25

28

32

12

14

16

18

20

25

32

35

40

do

mm

minimum

hef,min

mm

60

60

70

75

80

90

100

112

128

maximum

hef,max

mm

160

200

240

280

320

400

500

560

640

Minimum concrete member thickness

hmin

mm

Minimum edge distance1

cmin

mm

40

50

60

70

80

100

125

140

160

Minimum anchor spacing

smin

mm

40

50

60

70

80

100

125

140

160

Effective embedment

hef + 30

hef + 2do

1 Edge distance of 44mm is permitted provided the rebar remains un-torqued.

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Adhesive Anchoring Systems

HIT-RE 100 Adhesive Anchoring System Table 2 - Hilti HIT-RE 100 adhesive design strength with concrete / bond failure for metric rebar in uncracked concrete1,2,3,4,5,6,7,8 Nominal rebar diameter mm 8

10

12

14

16

20

25

28

32

Tension — ϕNn Shear — ϕVn Effective embedment ƒ´c = 25 MPa ƒ´c = 30 MPa ƒ´c = 40 MPa ƒ´c = 50 MPa ƒ´c = 25 MPa ƒ´c = 30 MPa ƒ´c = 40 MPa ƒ´c = 50 MPa mm kN kN kN kN kN kN kN kN 60 72 96 160 60 90 120 200 70 108 144 240 75 126 168 280 80 144 192 320 90 180 240 400 100 225 300 500 112 252 336 560 128 288 384 640

9.0 10.7 14.3 23.9 11.2 16.8 22.4 37.3 15.7 24.2 32.2 53.7 18.9 31.8 42.4 70.6 22.5 40.5 54.1 90.1 27.7 60.3 80.4 134.0 32.5 90.6 120.8 201.4 38.5 110.7 147.6 246.0 47.1 140.7 187.6 312.6

9.1 10.9 14.6 24.3 11.4 17.1 22.8 38.0 16.0 24.6 32.8 54.7 19.3 32.4 43.2 71.9 22.9 41.3 55.0 91.7 30.4 61.4 81.9 136.4 35.6 92.3 123.1 205.1 42.2 112.7 150.3 250.5 51.6 143.3 191.0 318.3

9.4 11.3 15.0 25.0 11.7 17.6 23.5 39.1 16.4 25.3 33.8 56.3 19.8 33.3 44.4 74.0 23.6 42.5 56.7 94.4 31.6 63.2 84.3 140.4 41.1 95.0 126.6 211.1 48.7 116.0 154.7 257.8 59.5 147.4 196.6 327.6

9.6 11.5 15.4 25.6 12.0 18.0 24.0 40.0 16.8 25.9 34.5 57.6 20.3 34.1 45.4 75.7 24.1 43.4 57.9 96.6 32.3 64.6 86.2 143.6 43.2 97.1 129.5 215.8 52.7 118.6 158.2 263.6 66.6 150.8 201.0 335.0

9.6 23.1 30.9 51.4 12.1 36.2 48.2 80.4 33.8 52.1 69.4 115.7 40.7 68.5 91.3 152.1 48.5 87.3 116.4 194.0 59.8 129.9 173.1 288.6 70.0 195.2 260.3 433.8 83.0 238.4 317.9 529.8 101.4 303.0 404.0 673.3

9.8 23.6 31.4 52.4 12.3 36.8 49.1 81.8 34.4 53.0 70.7 117.8 41.5 69.7 93.0 154.9 49.4 88.9 118.6 197.6 65.5 132.2 176.3 293.9 76.7 198.8 265.0 441.7 90.9 242.8 323.7 539.5 111.0 308.5 411.4 685.6

10.1 24.3 32.3 53.9 12.6 37.9 50.5 84.2 35.4 54.6 72.8 121.3 42.7 71.8 95.7 159.5 50.8 91.5 122.0 203.4 68.1 136.1 181.5 302.4 88.5 204.6 272.8 454.6 105.0 249.9 333.2 555.3 128.2 317.5 423.4 705.7

10.3 24.8 33.1 55.1 12.9 38.8 51.7 86.1 36.2 55.8 74.4 124.0 43.7 73.4 97.8 163.1 52.0 93.6 124.8 208.0 69.6 139.2 185.6 309.3 93.0 209.2 278.9 464.9 113.6 255.5 340.7 567.8 143.4 324.7 432.9 721.6

1 2 3 4

See Section 3.1.8 for explanation on development of load values. See Section 3.1.8.6 to convert design strength value to ASD value. Linear interpolation between embedment depths and concrete compressive strengths is not permitted. Tabular values represent a single anchor without reductions for edge distance, anchor spacing, or concrete thickness. Shaded cells indicate that bond strength is the controlling failure mode. Compare to the steel values in Table 4. The lesser of the values is to be used for design. 5 Values are for the following temperature range: maximum short term temperature = 55°C, maximum long term temperature = 43°C. Short term elevated concrete temperatures are those that occur over brief intervals, e.g., as a result of diurnal cycling. Long term concrete temperatures are roughly constant over significant periods of time. 6 Tabular values are for dry concrete conditions. For water saturated concrete, water-filled drilled holes, or submurged (underwater) applications multiply design strength by 0.61. 7 Tabular values are for short term loads only. For sustained loads including overhead use, see Section 3.1.8.8. 8 Tabular values are for normal-weight concrete only. For lightweight concrete multiply design strength by λa as follows: For sand-lightweight, λa = 0.51. For all-lightweight, λa = 0.45. 9 Tabular values are for holes drilled in concrete with carbide tipped hammer drill bit. Diamond core drilling is not permitted. 10 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete.

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Adhesive Anchoring Systems

HIT-RE 100 Adhesive Anchoring System Table 3 — Hilti HIT-RE 100 adhesive design strength with concrete / bond failure for metric rebar in cracked concrete 1,2,3,4,5,6,7,8,9,10 Nominal rebar diameter mm 10

12

14

16

20

25

28

32

Tension — ϕNn Shear — ϕVn Effective embedment ƒ´c = 25 MPa ƒ´c = 30 MPa ƒ´c = 40 MPa ƒ´c = 50 MPa ƒ´c = 25 MPa ƒ´c = 30 MPa ƒ´c = 40 MPa ƒ´c = 50 MPa mm kN kN kN kN kN kN kN kN 60 90 120 200 70 108 144 240 75 126 168 280 80 144 192 320 90 180 240 400 100 225 300 500 112 252 336 560 128 288 384 640

4.2 6.3 8.4 14.0 5.9 9.1 12.1 20.1 7.3 12.3 16.5 27.4 9.0 16.1 21.5 35.8 12.6 25.2 33.6 56.0 17.0 38.2 50.9 84.8 19.9 44.9 59.8 99.7 24.3 54.7 72.9 121.6

4.3 6.4 8.5 14.2 6.0 9.2 12.3 20.5 7.5 12.6 16.8 27.9 9.1 16.4 21.9 36.5 12.8 25.6 34.2 57.0 17.3 38.9 51.8 86.4 20.3 45.7 60.9 101.6 24.8 55.7 74.3 123.8

4.4 6.6 8.8 14.7 6.2 9.5 12.7 21.1 7.7 12.9 17.2 28.7 9.4 16.9 22.5 37.5 13.2 26.4 35.2 58.7 17.8 40.0 53.3 88.9 20.9 47.0 62.7 104.5 25.5 57.3 76.4 127.4

4.5 6.7 9.0 15.0 6.3 9.7 13.0 21.6 7.9 13.2 17.6 29.4 9.6 17.3 23.0 38.4 13.5 27.0 36.0 60.0 18.2 40.9 54.5 90.9 21.4 48.1 64.1 106.9 26.1 58.6 78.2 130.3

4.5 13.6 18.1 30.1 12.7 19.5 26.0 43.4 15.8 26.6 35.4 59.1 19.3 34.7 46.3 77.1 27.1 54.2 72.3 120.5 36.5 82.2 109.6 182.6 43.0 96.6 128.9 214.8 52.4 117.8 157.1 261.8

4.6 13.8 18.4 30.7 12.9 19.9 26.5 44.2 16.1 27.1 36.1 60.2 19.6 35.4 47.1 78.6 27.6 55.2 73.7 122.8 37.2 83.7 111.6 186.0 43.7 98.4 131.2 218.7 53.3 120.0 160.0 266.6

4.7 14.2 19.0 31.6 13.3 20.5 27.3 45.5 16.6 27.9 37.1 61.9 20.2 36.4 48.5 80.9 28.4 56.9 75.8 126.3 38.3 86.1 114.9 191.4 45.0 101.3 135.1 225.1 54.9 123.5 164.7 274.4

4.8 14.5 19.4 32.3 13.6 20.9 27.9 46.5 17.0 28.5 38.0 63.3 20.7 37.2 49.6 82.7 29.1 58.1 77.5 129.2 39.1 88.1 117.4 195.7 46.0 103.6 138.1 230.2 56.1 126.3 168.4 280.6

1 2 3 4

See Section 3.1.8 for explanation on development of load values. See Section 3.1.8.6 to convert design strength value to ASD value. Linear interpolation between embedment depths and concrete compressive strengths is not permitted. Tabular values represent a single anchor without reductions for edge distance, anchor spacing, or concrete thickness. Shaded cells indicate that bond strength is the controlling failure mode. Compare to the steel values in Table 4. The lesser of the values is to be used for design. 5 Values are for the following temperature range: maximum short term temperature = 55°C, maximum long term temperature = 43°C. Short term elevated concrete temperatures are those that occur over brief intervals, e.g., as a result of diurnal cycling. Long term concrete temperatures are roughly constant over significant periods of time. 6 Tabular values are for dry concrete conditions. For water saturated concrete, water-filled drilled holes, or submurged (underwater) applications multiply design strength by 0.60. 7 Tabular values are for short term loads only. For sustained loads including overhead use, see Section 3.1.8.8. 8 Tabular values are for normal-weight concrete only. For lightweight concrete multiply design strength by λa as follows: For sand-lightweight, λa = 0.51. For all-lightweight, λa = 0.45. 9 Tabular values are for holes drilled in concrete with carbide tipped hammer drill bit. Diamond core drilling is not permitted. 10 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values in tension and shear by αseis = 0.675. See section 3.1.8.7 for additional information on seismic applications.

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Adhesive Anchoring Systems

HIT-RE 100 Adhesive Anchoring System Table 4 - Steel design strength for rebar1 BS 4449 Grade B 500B Nominal rebar diameter mm

1 2 3 4 5

Tensile3 ϕNsa kN

Shear4 ϕVsa kN

Seismic shear5 ϕVsa,eq kN

8

17.9

9.9

–

10

28.0

15.6

10.9

12

40.3

22.5

15.8

14

54.9

30.6

21.4

16

71.8

39.9

27.9

20

112.5

61.8

43.3

25

175.5

97.2

68.0

28

220.0

121.8

85.3

32

287.6

159.3

111.5

See Section 3.1.8.6 to convert design strength value to ASD value. BS 4449 Grade 500B rebar is considered brittle steel elements. Tensile = ф Ase,N futa as noted in ACI 318-14 Chapter 17 Shear = ф 0.60 Ase,N futa as noted in ACI 318-14 Chapter 17 Seismic Shear = αV,seis ф Vsa : Reduction for seismic shear only. See section 3.1.8.7 for additional information on seismic applications.

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Adhesive Anchoring Systems

HIT-RE 100 Adhesive Anchoring System 2.4 Hilti HIT-RE 100 adhesive with Hilti HIT-V threaded rod Hilti HIT-V Threaded Rod

Cracked or uncracked concrete

Permissible concete conditions

Permissible drilling methods

Dry concrete Uncracked Concrete

Water-saturated concrete

Cracked Concrete

Water-filled holes

Hammer Drilling with Carbide Tipped Drill Bit

Submerged (underwater)

Table 5 — Hilti HIT-V threaded rod installation specifications Setting information Nominal bit diameter Effective embedment Diameter of fixture hole

Symbol Units

Figure 4 — H IT-V threaded rods

Nominal anchor diameter, d 8

10

12

16

20

24

27

30

10

12

14

18

22

28

30

35

do

mm

hef,min

mm

60

60

70

80

90

96

108

120

mm

160

200

240

320

400

480

540

600

through-set

mm

11

14

16

201

241

301

321

371

preset

mm

9

12

14

18

22

26

30

33

Tinst

Nm

10

20

40

80

150

200

270

300

hmin

mm

cmin

mm

40

50

60

80

100

120

135

150

mm

40

50

60

80

100

120

135

150

minimum maximum

hef,max

min

Installation torque Minimum concrete member thickness Minimum edge distance2 Minimum anchor spacing

smin

hef+30

hef+2do

Figure 5 — Installation with (2) washers

1 Install using (2) washers. See Figure 5.

2 Edge distance of 44mm is permitted provided the installation torque is reduced to 0.30 Tinst for 5d < s < 406 mm and to 0.5 Tinst for s > 406 mm

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Adhesive Anchoring Systems

HIT-RE 100 Adhesive Anchoring System Table 6 — Hilti HIT-RE 100 adhesive design strength with concrete / bond failure for metric threaded rod in uncracked concrete 1,2,3,4,5,6,7,8,9,10 Nominal anchor diameter mm 8

10

12

16

20

24

27

30

Tension — ϕNn Shear — ϕVn Effective embedment ƒ´c = 25 MPa ƒ´c = 30 MPa ƒ´c = 40 MPa ƒ´c = 50 MPa ƒ´c = 25 MPa ƒ´c = 30 MPa ƒ´c = 40 MPa ƒ´c = 50 MPa mm kN kN kN kN kN kN kN kN 60 72 96 160 60 90 120 200 70 108 144 240 80 144 192 320 90 180 240 400 96 216 288 480 108 243 324 540 120 270 360 600

9.0 10.7 14.3 23.9 11.2 16.8 22.4 37.3 15.5 23.9 31.9 53.1 22.5 40.5 54.1 90.1 27.7 61.1 81.4 135.7 30.6 85.7 114.3 190.5 36.5 104.3 139.1 231.8 42.7 123.6 164.8 274.7

9.1 10.9 14.6 24.3 11.4 17.1 22.8 38.0 15.8 24.3 32.5 54.1 22.9 41.3 55.0 91.7 30.4 62.2 82.9 138.2 33.5 87.3 116.4 194.0 40.0 106.2 141.6 236.1 46.8 125.9 167.9 279.8

9.4 11.3 15.0 25.0 11.7 17.6 23.5 39.1 16.2 25.1 33.4 55.7 23.6 42.5 56.7 94.4 32.0 64.0 85.3 142.2 38.7 89.8 119.8 199.6 46.1 109.3 145.8 243.0 54.0 129.6 172.8 288.0

9.6 11.5 15.4 25.6 12.0 18.0 24.0 40.0 16.6 25.6 34.2 56.9 24.1 43.4 57.9 96.6 32.7 65.4 87.2 145.4 40.8 91.9 122.5 204.2 49.7 111.8 149.1 248.4 58.9 132.5 176.7 294.5

9.6 23.1 30.9 51.4 12.1 36.2 48.2 80.4 33.4 51.5 68.6 114.4 48.5 87.3 116.4 194.0 59.8 131.5 175.3 292.2 65.8 184.6 246.2 410.3 78.6 224.7 299.6 499.3 92.0 266.3 355.0 591.7

9.8 23.6 31.4 52.4 12.3 36.8 49.1 81.8 34.0 52.4 69.9 116.5 49.4 88.9 118.6 197.6 65.5 133.9 178.6 297.6 72.1 188.0 250.7 417.8 86.1 228.8 305.1 508.5 100.8 271.2 361.6 602.6

10.1 24.3 32.3 53.9 12.6 37.9 50.5 84.2 35.0 54.0 71.9 119.9 50.8 91.5 122.0 203.4 68.9 137.8 183.8 306.3 83.3 193.5 258.0 430.0 99.4 235.5 314.0 523.3 116.4 279.1 372.1 620.2

10.3 24.8 33.1 55.1 12.9 38.8 51.7 86.1 In I 55.2 73.6 122.6 52.0 93.6 124.8 208.0 70.5 140.9 187.9 313.2 87.9 197.9 263.8 439.7 107.0 240.8 321.1 535.1 126.8 285.4 380.5 634.2

1 2 3 4

See Section 3.1.8 for explanation on development of load values. See Section 3.1.8.6 to convert design strength value to ASD value. Linear interpolation between embedment depths and concrete compressive strengths is not permitted. Tabular values represent a single anchor without reductions for edge distance, anchor spacing, or concrete thickness. Shaded cells indicate that bond strength is the controlling failure mode. Compare to the steel values in Table 8. The lesser of the values is to be used for the design. 5 Values are for the following temperature range: maximum short term temperature = 55°C, maximum long term temperature = 43°C. Short term elevated concrete temperatures are those that occur over brief intervals, e.g., as a result of diurnal cycling. Long term concrete temperatures are roughly constant over significant periods of time. 6 Tabular values are for dry concrete conditions. For water saturated concrete, water-filled drilled holes, or submurged (underwater) applications multiply design strength by 0.61. 7 Tabular values are for short term loads only. For sustained loads including overhead use, see Section 3.1.8.8. 8 Tabular values are for normal-weight concrete only. For lightweight concrete multiply design strength by λa as follows: For sand-lightweight, λa = 0.51. For all-lightweight, λa = 0.45. 9 Tabular values are for holes drilled in concrete with carbide tipped hammer drill bit. Diamond core drilling is not permitted. 10 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete.

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Adhesive Anchoring Systems

HIT-RE 100 Adhesive Anchoring System Table 7 — Hilti HIT- RE 100 adhesive design strength with concrete / bond failure for metric threaded rod in cracked concrete 1,2,3,4,5,6,7,8,9,10 Nominal anchor diameter mm 10

12

16

20

24

27

30

Tension — ϕNn Shear — ϕVn Effective embedment ƒ´c = 25 MPa ƒ´c = 30 MPa ƒ´c = 40 MPa ƒ´c = 50 MPa ƒ´c = 25 MPa ƒ´c = 30 MPa ƒ´c = 40 MPa ƒ´c = 50 MPa mm kN kN kN kN kN kN kN kN 60 90 120 200 70 108 144 240 80 144 192 320 90 180 240 400 96 216 288 480 108 243 324 540 120 270 360 600

5.9 8.8 11.7 19.5 7.3 11.3 15.0 25.0 11.1 20.0 26.7 44.5 14.9 29.8 39.7 66.1 17.6 39.6 52.7 87.9 20.4 45.9 61.2 102.0 21.4 48.1 64.1 106.8

6.0 8.9 11.9 19.9 7.4 11.5 15.3 25.5 11.3 20.4 27.2 45.3 15.2 30.3 40.4 67.4 17.9 40.3 53.7 89.5 20.8 46.7 62.3 103.9 21.8 49.0 65.3 108.8

6.1 9.2 12.3 20.4 7.7 11.8 15.7 26.2 11.7 21.0 28.0 46.6 15.6 31.2 41.6 69.3 18.4 41.5 55.3 92.1 21.4 48.1 64.1 106.9 22.4 50.4 67.2 112.0

6.3 9.4 12.5 20.9 7.8 12.1 16.1 26.8 11.9 21.5 28.6 47.7 15.9 31.9 42.5 70.9 18.8 42.4 56.5 94.2 21.9 49.2 65.6 109.3 22.9 51.5 68.7 114.5

6.3 18.9 25.2 42.0 15.7 24.3 32.3 53.9 24.0 43.1 57.5 95.8 32.1 64.1 85.5 142.5 37.9 85.2 113.6 189.4 43.9 98.9 131.8 219.7 46.0 103.6 138.1 230.1

6.4 19.3 25.7 42.8 16.0 24.7 32.9 54.9 24.4 43.9 58.6 97.6 32.6 65.3 87.0 145.1 38.6 86.8 115.7 192.8 44.7 100.7 134.2 223.7 46.9 105.5 140.6 234.4

6.6 19.8 26.4 44.0 16.5 25.4 33.9 56.5 25.1 45.2 60.3 100.5 33.6 67.2 89.6 149.3 39.7 89.3 119.1 198.5 46.1 103.6 138.2 230.3 48.2 108.5 144.7 241.2

6.8 20.3 27.0 45.0 16.9 26.0 34.7 57.8 25.7 46.2 61.6 102.7 34.4 68.7 91.6 152.7 40.6 91.3 121.8 202.9 47.1 106.0 141.3 235.4 49.3 111.0 148.0 246.6

1 2 3 4

See Section 3.1.8 for explanation on development of load values. See Section 3.1.8.6 to convert design strength value to ASD value. Linear interpolation between embedment depths and concrete compressive strengths is not permitted. Tabular values represent a single anchor without reductions for edge distance, anchor spacing, or concrete thickness. Shaded cells indicate that bond strength is the controlling failure mode. Compare to the steel values in Table 8. The lesser of the values is to be used for the design. 5 Values are for the following temperature range: maximum short term temperature = 55°C, maximum long term temperature = 43°C. Short term elevated concrete temperatures are those that occur over brief intervals, e.g., as a result of diurnal cycling. Long term concrete temperatures are roughly constant over significant periods of time. 6 Tabular values are for dry concrete conditions. For water saturated concrete, water-filled drilled holes, or submurged (underwater) applications multiply design strength by 0.61. 7 Tabular values are for short term loads only. For sustained loads including overhead use, see Section 3.1.8.8. 8 Tabular values are for normal-weight concrete only. For lightweight concrete multiply design strength by λa as follows: For sand-lightweight, λa = 0.51. For all-lightweight, λa = 0.45. 9 Tabular values are for holes drilled in concrete with carbide tipped hammer drill bit. Diamond core drilling is not permitted. 10 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values in tension and shear by αseis = 0.675. See section 3.1.8.7 for additional information on seismic applications

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Adhesive Anchoring Systems

HIT-RE 100 Adhesive Anchoring System Table 8 — Steel design strength for Hilti HIT-V threaded rods 1 HIT-V ISO 898-1 Class 5.85

HIT-V ISO 898-1 Class 8.85

HIT-V-R ISO 3506-1 Class A4 stainless5

HIT-V-HCR High corrosion resistant steel5

Nominal anchor diameter mm

Tensile2 ϕNsa kN

Shear3 ϕVsa kN

Seismic Shear4 ϕVsa,eq kN

Tensile2 ϕNsa kN

Shear3 ϕVsa kN

Seismic Shear4 ϕVsa,eq kN

Tensile2 ϕNsa kN

Shear3 ϕVsa kN

Seismic Shear4 ϕVsa,eq kN

Tensile2 ϕNsa kN

Shear3 ϕVsa kN

Seismic Shear4 ϕVsa,eq kN

8 10 12 16 20 25 28 30 32

11.9 18.9 27.3 51.0 79.6 114.7 149.2 182.3 182.3

6.6 8.7 15.3 28.2 44.1 63.6 82.5 101.1 101.1

– 6.1 10.7 19.7 30.9 44.5 57.8 70.8 70.8

19.0 30.2 43.9 81.6 127.4 183.6 238.6 291.9 291.9

10.6 13.8 24.3 45.3 70.5 101.7 132.3 161.7 161.7

– 9.7 17.0 31.7 49.4 71.2 92.6 113.2 113.2

16.6 26.4 38.4 71.4 111.5 160.6 119.0 145.5 145.5

9.2 12.2 21.2 39.5 61.7 89.0 65.9 80.6 80.6

– 8.5 14.9 27.7 43.2 62.3 46.2 56.4 56.4

19.0 30.2 43.8 81.6 127.4 160.6 208.8 255.3 255.3

8.8 13.9 24.3 45.2 70.6 89.0 115.7 141.4 141.4

– 9.7 17.0 31.7 49.4 62.3 81.0 99.0 99.0

1 See Section 3.1.8.6 to convert design strength value to ASD value. 2 Tensile = ϕ Ase,N futa as noted in ACI 318-14 Chapter 17 3 Shear = ϕ 0.60 Ase,V futa as noted in ACI 318-14 Chapter 17. 4 Seismic Shear = αV,seis ϕVsa : Reduction for seismic shear only. See ACI 318-14 Chapter 17 for additional information on seismic applications 5 HIT-V threaded rods are considered brittle steel elements.

Hilti Middle East | www.hilti.ae | HIT-RE 100 Metric Technical Supplement 2016 9

Adhesive Anchoring Systems

HIT-RE 100 Adhesive Anchoring System 2.5 Installation instructions

Installation Instructions For Use (IFU) are included with each product package. They can also be viewed or ed on-line at www.us.hilti.com (US). Because of the possibility of changes, always that ed IFU are current when used. Proper installation is critical to achieve full performance. Training is available on request. Hilti Technical Services for applications and conditions not addressed in the IFU.

2.6 Working time and cure time (approx.)

[°C]

[°F]

5 10 15 20 30 40

41 50 59 68 86 104

t work 2 1/2 h 2h 1 1/2 h 30 min 20 min 12 min

t cure, full ≥ 72 h ≥ 48 h ≥ 24 h ≥ 12 h ≥8h ≥4h

2.7 Materials specifications Table 9 — Material properties of fully cured HIT-RE 100 adhesive Bond Strength ASTM C882-121 2 day cure 14 day cure Compressive Strength ASTM D695-10

20.1 Mpa 21.0 Mpa 1

Table 10 — Resistance of HIT-RE 100 to chemicals Chemical

Alkaline

74.3 Mpa

Compressive Modulus ASTM D695-101

3,731 Mpa

Tensile Strength 7 day ASTM D638-10

11.7 Mpa

Elongation at break ASTM D638-10

0.10%

Heat Deflection Temperature ASTM D648-07

56.8°C

Absorption ASTM D570-10

0.06%

Linear Coefficient of Shrinkage on Cure ASTM D2566-86

0.0001

1 Minimum values obtained as the result of tests at 2°C, 10°C, 24°C, and 43°C.

Chemicals Tested

Not Resistant Resistant

Concrete drilling mud (10%) pH=12.6

+

Concrete drilling mud (10%) pH=13.2

+

Concrete potash solution (10%)

+

pH=14.0

Alkaline

t cure, ini ≥ 18 h ≥ 12 h ≥8h ≥6h ≥4h ≥2h

2.8 Resistance of cured Hilti HIT-RE 100 to chemicals

Solvents

Acetic acid (10%)1

-

Nitric acid (10%)1

-

Hydrochloric acid (10%) 3 month

-

Sulfuric acid (10%)

-

Benzyl alcohol

-

Ethanol

-

Ethyl acetate

-

Methyl ethyl ketone (MEK)

-

Trichlorethylene

Chemicals used on job sites

-

Xylene (mixture)

+

Chemicals Concrete plasticizer

+

used on job Diesel oil

+

sites Oil

+

Petrol

+

Oil for form work (forming oil)

+

Environmental Salt water

+

chemicals de-mineralized water

+

Environmental salt spraying test chemicals SO2

Environment/weather

+ + +

1 Concrete was dissolved by acid

Samples of the HIT-RE 100 resin were immersed in the various chemical compounds for up to one year. At the time of the test period, the samples were analyzed. Any samples showing no visible damage and having less than a 25% reduction in bending (flexural) strength were classified as “Resistant.” Samples that were heavily damaged or destroyed were classified as “Not Resistant.” Note: In actual use, the majority of the resin is encased in the base material, leaving very little surface area exposed.

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Adhesive Anchoring Systems

HIT-RE 100 Adhesive Anchoring System 3.0 Ordering information

HIT-RE 100 adhesive Description

Package content

Qty

HIT-RE 100/500/1

Includes (1) foil pack with (1) mixer

1

Item number

2123386

Accessories Description

Item number

Cordless dispenser HDE 500-A22 with (1) black cassette 500 ml, (1) red cassette 500 ml and (1) case

2005637

Cordless dispenser HDE 500-A22

2005630

Manual dispenser HDM 500 box

2005641

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