Hit

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Hilti System Advantages

Versatile For fastening a variety of fasteners

into many different base materials within a wide range of temperatures.

Easy To Use Easy dispensing adhesive even

in cold temperatures. Application-matched, compact system; simply drill and clean the hole, dispense the adhesive and insert the fastener or rebar.

Uniform Quality Mixing errors eliminated; two components of the adhesive are in separate containers and are proportional and mixed as they are dispensed.

Reliable Consistent fastenings; no expansion forces exerted on base material.

Clean No direct contact with the adhesive, since there is no manual mixing; no setting tools required.

Economical Waste is minimal since only the amount required for the job is used. If adhesive is not completely dispensed during initial usage, cartridge may be reused; one cartridge may be sufficient for several fastenings. Cartridge waste volume for disposal is also minimal.

HIT-TZ Advantages

Reliable Holes may be uncleaned, waterfilled or both and the high performance remains the same as cleaned dry holes with Hilti HAS-E threaded rods at 20% deeper embedment. Even in diamond cored holes made with the Hilti EC-1, the HIT-TZ is fast and reliable. Simple Installs easily with the Hilti HIT HY 150/HIT-ICE injection adhesive.

Fast No cleaning, less drilling and fast curing HIT HY 150/HIT-ICE .

Economical 20% less embedment than standard embeded threaded rods uses less HIT HY 150/HIT-ICE and saves drilling, cleaning and inspection time. Drill bit life is also extended more than 20%.

Secure HIT-TZ not only means trouble zones of uncleaned holes, but tension zones of concrete where cracking occurs e.g. overhead.

Versatile, Easy-To-Use, Offers Faster Cure Times and Extended Temperature Ranges

D

E

F

G

A

B

C

HIT Applications

The Hilti HIT System

4.2.2 Adhesive Anchoring Systems

89 Hilti, Inc. (US) 1-800-879-8000 I Product Technical Guide 2004 I Hilti (Canada) Corporation 1-800-363-4458

HIT RE 500

or HIT HY 150 / HIT-ICE

Adhesive for fastening into solid base material such as concrete, grouted block and stone. A) HIT HY 150, HIT-ICE or HIT RE 500 Rebar doweling into solid concrete. Quick and easy.

B) HIT HY 150/HIT-ICE

Anchorage of threaded rod into solid grouted bond beam.

C) HIT HY 150/HIT-ICE with HIT-TZ or HAS-E Threaded Rods

Anchorage to solid base materials.

HIT HY 20

Adhesive with screen tube for fastening thru masonry construction with voids.

D) HIT HY 20

With screen tube. 22.5° combination anchor for seismic upgrade in unreinforced masonry (URM) and solid brick walls.

E) HIT HY 20

With screen tube. Veneer wall pinning using rebar or HAS rods as brick tie for building renovation.

HIT HY 20

Adhesive with screen tube for fastening to hollow block, hollow clay tile, and solid brick or with holes.

F) HIT HY 20

With screen tube. Anchorage to face of hollow concrete block using HIT-A anchor rod or HIT-I internally threaded insert.

G) HIT HY 20

With screen tube. Anchorage to face of brick with holes using HIT-A rods or HIT-I internally threaded inserts.

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4.2.2 The Hilti HIT System

Adhesive Anchoring Systems

Hilti, Inc. (US) 1-800-879-8000 I Product Technical Guide 2004 I Hilti (Canada) Corporation 1-800-363-4458 90

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Hilti HIT-ICE

Hilti HIT RE 500 or HY 150

For Solid Base Materials

• High bond strength in solid base materials • Virtually odor free for applications indoor or

in confined spaces

• Outstanding high temperature performance suitable for use in base materials with temperatures up to 180°F with appropriate restrictions

Hilti HIT HY 20

For Hollow Base Materials

• Excellent performance in the range of

hollow base materials—hollow concrete block, terra cotta, brick with holes and composites

• Fast curing in base materials from 23°F to 104°F

• Virtually odor free, with outstanding high temperature performance

Hilti HIT HY 150, RE 500 and

HIT HY 20 are also available

in large (47.3 oz.) cartridges

for high-volume applications.

HIT HY and RE Refill Packs

The HIT adhesives are supplied in the revolutionary refill packs*

• Integrated piercing device in refill packs for self-opening

convenience — no cutting required • The refill pack reduces

waste up to 70% when compared to conventional hard cartridges • HIT-ICE allows easy

handling even with

heavy winter gloves by using co-axial hard cartridges and large twist off caps

* excluding HIT-ICE

Refill Pack Holder

The refill pack holder is a reusable, hard cartridge

• The refill pack is easily inserted in the holder and the holder in the dispenser, for quick easy use • The holder can be used to store and

transport partially used refill packs

HIT HY or RE Dispensers

• Fast, trouble free injections with a minimum of effort

• Designed and built to last • BD 2000 Battery Dispenser

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HIT HY 150/HIT-ICE Adhesive Anchor

4.2.4 Adhesive Anchoring Systems

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Canada www.ca.hilti.com

4.2.4 HIT HY 150/HIT-ICE 4.2.4.1 Product Description 4.2.4.2 Material Specifications 4.2.4.3 Technical Data 4.2.4.4 Installation Instructions 4.2.4.5 Ordering Information

Hilti HIT HY 150 is a hybrid adhesive consisting of a methacrylate resin, hardener, cement and water. It is formulated for fast curing and installation in a wide range of solid base material temperatures from 104°F (40°C) down to 23°F (–5°C). For colder environmental installations, HIT-ICE adhesive is a winter formulation of HIT HY 150 for base material temperatures down to –10°F (–23°C). HIT-ICE consists of a methacrylate resin and hardener.

The systems consist of adhesive refill packs, a mixing nozzle, a HIT dispenser and either a threaded rod, rebar, HIS internally threaded insert or eyebolts. HY 150/HIT-ICE is specifically designed for fastening into solid base materials such as concrete, grout, stone or grout filled block.

The Hilti HIT-TZ is an innovative threaded rod installed with HIT HY 150/HIT-ICE hybrid adhesive. Please refer to section 4.2.3 for details on HIT-TZ. With the combination of HIT HY 150/HIT-ICE and the innovative design of the HIT-TZ rod, anchoring into uncleaned holes, wet holes (including standing water) and/or Hilti matched tolerance diamond-cored holes does not adversely affect tensile capacity. Use HIT-ICE in base material temperatures ≤40° F (5° C).

Product Features of HIT HY 150/HIT-ICE

• Seismic qualified per ICC-ES AC58

• Small edge distance and anchor spacing allowance • Mixing tube provides proper mixing and accurate

dispensing of mixed resin

• Contains no styrene; virtually odorless • Cures quickly over a large range of base

material temperatures

• Excellent weathering resistance; high temperature resistance

• High load capacities

• HIT-ICE has equivalent load performance to HIT HY 150

Guide Specifications

Master Format Section:03250 (Concrete accessories) Related Sections: 03200 (Concrete Reinforcing –

Reinforcing Accessories) 05050 (Metal Fabrication) 05120 (Structural Steel; Masonry Accessories) Injectable adhesive shall be used for installation of all reinforcing steel dowels or threaded anchor rods and inserts into new or existing concrete. Adhesive shall be furnished in containers which keep component A and component B separate. Containers shall be designed to accept static mixing nozzle which thoroughly blends component A and component B and allows injection directly into drilled hole. Only injection tools and static mixing nozzles as recommended by manufacturer shall be used. Manufacturer’s instructions shall be followed. Injection adhesive shall be formulated to include resin and hardener to provide optimal curing speed as well as high strength and stiffness. Typical curing time at 68°F shall be 50 minutes for HIT HY 150 and 1 hour for HIT-ICE. Injection adhesive shall be HIT HY 150 or HIT-ICE, as furnished by Hilti.

Anchor Rods: Shall be furnished with chamfered ends so that either end will accept a nut and washer. Alternatively, anchor rods shall be furnished with a 45 degree chisel point on one end to allow for easy insertion into the adhesive-filled hole. Anchor rods shall be manufactured to meet the following requirements: 1. ISO 898 Class 5.8 2. ASTM A 193, Grade B7 (high strength carbon steel anchor); 3. AISI 304 or AISI 316 stainless steel, meeting the requirements of ASTM F 593 (condition CW).

Special order length HAS Rods may vary from standard product.

Nuts and Washers shall be furnished to meet the requirements of the above anchor rod specifications.

HIT Refill Pack Holder

or HY 150 Refill Pack Mixing Nozzle HIT-ICE Dispenser HIT-ICE Cartridge HIT-ICE Mixer

4.2.4.1 Product Description

Listings/Approvals

ICC-ES (International Code Council) ER-5193 (HIT HY 150 only) COLA (City of Los Angeles) Research Report #25257 (HIT HY 150 only) NSF/ANSI Standard 61

certification for use of HIT HY 150 in potable water

Metro-Dade County

approval 01-1119.03 (HIT HY 150 only)

Fastener Components

HAS Threaded Rod

HIT-TZ and HIT-RTZ Rods (Refer to section 4.2.3)

HIS Internally Threaded Inserts

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4.2.4.3 Technical Data

dbit hef Tmax h t

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Material

Standard HAS-E rod material meets the requirements of ISO 898 Class 5.8 58 (400) 72.5 (500)

High Strength or ‘Super HAS’ rod material meets the requirements of ASTM A 193, Grade B7 105 (724) 125 (862) Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304/316) Condition CW 3/8" to 5/8" 65 (448) 100 (689) Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304/316) Condition CW 3/4" to 1-1/4" 45 (310) 85 (586)

HIS Insert 9SMNPB28K Carbon Steel conforming to DIN 1651 54.4 (375) 66.7 (460)

HIS-R Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN 17440 50.8 (350) 101.5 (700)

HAS Super & HAS-E Standard Nut material meets the requirements of ASTM A 563, Grade DH HAS Stainless Steel Nut material meets the requirements of ASTM F 594

HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18.22.1 Type A Plain HAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240 HAS Super & HAS-E Standard Washers meet the requirements of ASTM F 436

All HAS Super Rods (except 7/8") & HAS-E Standard, HIS inserts, nuts & washers are zinc plated to ASTM B 633 SC 1 7/8" HAS Super rods hot-dip galvanized in accordance with ASTM A 153

Note: Special Order threaded rods may vary from standard materials.

Mechanical Properties

fy min. fu

ksi (MPa) ksi (MPa)

HAS Rod Size in. 3/8 1/2 5/8 3/4 7/8 1 1-1/4

Details (mm) (9.5) (12.7) (15.9) (19.1) (22.2) (25.4) (31.8)

dbit bit diameter1, 2 in. 7/16 9/16 11/16 13/16 15/16 1-1/16 1-1/2

hef = hnom in. 3-1/2 4-1/4 5 6-5/8 7-1/2 8-1/4 12

std. depth of embed.3 (mm) (90) (110) (125) (170) (190) (210) (305)

Tmax All hef ≥hnom ft lb 18 30 75 150 175 235 400

max. Hilti (Nm) (24) (41) (102) (203) (237) (319) (540)

tighening Threaded hef < hnom ft lb 15 20 50 105 125 165 280

torque Rods (Nm) (20) (27) (68) (142) (169) (224) (375)

h hef= hnom in. 5-1/2 6-1/4 7 8-1/2 9-1/2 10-1/2 15

minimum (mm) (140) (160) (180) (220) (240) (270) (380)

base material 1.0 hef+ 1.0 hef+ 1.0 hef+ 1.0 hef+ 1.0 hef+ 1.0 hef+ 1.0 hef+

thickness4 hef≠hnom in. 2 2 2 2 2 2-1/4 3

(mm) (51) (51) (51) (51) (51) (57) (76)

Approximate number of fastenings at standard embedment

HY 150/HIT-ICE Small Refill Pack 50/45 31/28 18/16 10/9 8/7 6/5 2/2

HY 150 Jumbo Cartridge 236 145 85 45 38 29 7

1 Use matched tolerance carbide tipped bits.

2 For Hilti matched tolerance carbide tipped drill bits, see section 8.4.1 3 Data available for varying embedments;

see Load Tables.

4 Minimum base material thickness given to avoid backside blowout during drilling process. Ability of base material to withstand loads applied (e.g. bending of concrete slab) should be determined by design engineer.

4.2.4 HIT HY 150/HIT-ICE Adhesive Anchor

Adhesive Anchoring Systems

4.2.4.2 Material Specifications

Material Properties for Cured Adhesive

HY 150

HIT-ICE

Compressive Strength ASTM C 579 (HY 150) DIN 53454 (HIT-ICE) 71.8 MPa 10,420 psi 72 MPa 10,440 psi

Tensile Strength ASTM C 307 (HY 150) DIN/EN 527-1 (HIT-ICE) 15.9 MPa 2310 psi 12 MPa 1740 psi

Flexural Strength ASTM C 580 29.3 MPa 4250 psi — —

Modulus of Elasticity ASTM C 307 7032 MPa 1.02 x 106_psi _— _—

Water Absorption ASTM D 570 (HY 150) DIN 53495 (HIT-ICE) 0.12% 0.12% 2.4% 2.4%

Electrical Resistance DIN/VDE 0303T3 (HY 150) DIN/VDE 0303T3 (HIT-ICE) 2x1011OHM/cm 5.1x1011OHM/in. 2x1011OHM/in. 5.1x1011OHM/in.

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4.2.4.3 Technical Data

hef h dbit Tmax hnom

1 For Hilti matched tolerance carbide tipped drill bits, see section 8.4.1.

Combined Shear and Tension Loading

(

N_d

)

5/3+

(

Vd

)

5/3 ≤ 1.0 (Ref. Section 4.1.2.7)

Nrec Vrec

HIT HY 150/HIT-ICE Adhesive Anchor

4.2.4 Adhesive Anchoring Systems

HIS Insert in. 3/8 1/2 5/8 3/4

Details (mm) (9.5) (12.7) (15.9) (19.1)

dbit bit diameter1 in. 11/16 7/8 1-1/8 1-1/4

hnom std. depth in. 4-1/4 5 6-5/8 8-1/4

of embed. (mm) (110) (125) (170) (210)

th useable thread in. 1 1-3/16 1-1/2 2

length (mm) (25) (30) (40) (50)

Tmax Max. tightening ft lb 18 35 80 160

torque (Nm) (24) (47) (108) (217)

h min. base material in. 6-3/8 7-1/2 10 12-3/8

thickness (mm) (162) (191) (254) (314)

Recommended Hilti TE 5, 15, TE 18-M, TE-55, 76

Rotary Hammer Drill 18-M, 25 25, 55, 76

Rebar Size: No. 3 No. 4 No. 5 No. 6 No. 7 No. 8 No. 9 No. 10 No. 11

Details

dbit: bit diameter1, 2 in. 1/2 5/8 3/4 7/8 1 1-1/8 1-3/8 1-1/2 1-9/16

Rebar Number : 10M 15M 20M 25M 30M 35M

dbit: bit diameter1, 2 14 mm 3/4" 24mm 1-1/8" 37mm 1-9/16"

HY 150/HIT-ICE Installation Specification Table for HIS Inserts

1 Rebar diameters may vary. Use smallest drill bit which will accommodate rebar. 2 Use Hilti matched tolerance carbide tipped drill bits, see section 8.4.1.

HY 150/HIT-ICE Installation Specification Table for Rebar in Concrete

HY 150/HIT-ICE Installation Specification Table for

Metric Rebar in Concrete (Canada Only)

1 Rebar diameters may vary. Use smallest drill bit which will accommodate rebar. 2 For Hilti matched tolerance carbide tipped drill bits, see section 8.4.1.

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HIT HY 150/HIT-ICE Ultimate Bond Strength and Steel Strength for Rebar in Concrete

1-1/2 2500 3800 (38) (11.1) (16.9) #3 3-1/2₍₈₉₎ _(28.0)6300 _(95.3)3-3/4 _(139.7)5-1/2 _(36.5)8200 2-3/4_(69.9) _(108.0)4-1/4 _(29.4)6600 _(44.0)9900 7 12600 16500 (178) (56.0) (73.4) 2 4200 6000 (51) (18.7) (26.7) #4 ₍₁₀₂₎4 _(40.0)9000 _(139.7)5-1/2 _(203.2)8 11800_(52.5) _(108.0)4-1/4 _(158.8)6-1/4 12000_(53.4) 18000_(80.1) 8 18000 23600 (203) (80.1) (105.0) 2-1/2 5600 6900 (64) (24.9) (30.7) #5 ₍₁₂₇₎5 13500_(60.1) _(177.8)7 _(260.4)10-1/4 17700_(78.7) _(133.4)5-1/4 _(203.2)8 18600_(82.7) _(124.1)27900 10 27000 35300 (254) (120.1) (157.0) 3-1/2 10200 12800 (90) (45.4) (56.9) #6 ₍₁₇₈₎7 22100_(98.3) _(215.9)8-1/2 _(323.9)12-3/4 _(128.6)28900 _(165.1)6-1/2 _(247.7)9-3/4 _(117.4)26400 _(176.2)39600 14 44200 57700 (356) (196.6) (256.7) 3-3/4 10700 15800 (95) (47.6) (70.3) #7 7-1/2₍₁₉₀₎ _(120.6)27100 _(254.0)10 ₍₃₈₁₎15 _(157.0)35300 _(196.9)7-3/4 _(292.1)11-1/2 _(160.1)36000 _(240.2)54000 15 54200 70700 (380) (241.1) (314.5) 4 14100 18100 (102) (62.7) (80.5) #8 ₍₂₀₄₎8 _(144.6)32500 11-3/4_(298.5) _(444.5)17-1/2 _(188.6)42400 _(228.6)9 _(342.9)13-1/2 _(211.1)47450 _(316.3)71100 16 65000 84800 (408) (289.1) (377.2) 5 16700 21800 (127) (74.3) (97.0) #9 ₍₂₅₄₎10 _(210.9)47400 12-3/4_(323.9) _(482.6)19 _(274.9)61800 _(254.0)10 _(400.1)15-3/4 _(266.9)60000 _(400.4)90000 18 85300 111300 (457) (379.4) (495.1) 6 23300 32400 (152) (103.6) (144.1) #10 ₍₃₀₄₎12 _(265.1)59600 15-1/2_(393.7) _(584.2)23 _(345.6)77700 _(304.8)12 _(450.9)17-3/4 _(339.0)76200 114300_(508.5) 20 99300 129600 (508) (441.7) (576.5) 7 32000 41300 (178) (142.3) (183.7) #11 ₍₃₅₆₎14 _(337.2)75800 17-1/4_(438.2) _(660.4)26 _(440.4)99000 13-1/2_(342.9) _(508.0)20 _(416.4)93600 140400_(624.6) 20 108400 141400 (508) (482.2) (629.0) Nominal Rebar Size Embed. Depth in. (mm) Grade 60 Rebar Concrete Compressive Strength

Ultimate Bond Strength lb (kN) Embed. to Develop Yield Strength1 in. (mm) Embed. to Develop Tensile Strength1 in. (mm)

fc= 2000 psi (13.8 MPa) fc= 4000 psi (27.6 MPa)

Ultimate Bond Strength lb (kN) Embed. to Develop Yield Strength1 in. (mm) Embed. to Develop Tensile Strength1 in. (mm) Yield Strength lb (kN) Tensile Strength lb (kN)

1 Based on comparison of average ultimate adhesive bond test values versus minimum yield and ultimate tensile strength of rebar; for more information, contact Hilti.

4.2.4 HIT HY 150/HIT-ICE Adhesive Anchor

Adhesive Anchoring Systems

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Load Adjustment Factors for 3/8" Diameter Anchor Anchor

3/8" diameter Diameter

Adjustment Spacing Edge Distance Edge Distance Shear Edge Distance Shear Factor Tension/Shear, Tension, ( toward edge), (II to or away from edge),

fA fRN fRV fRVII Embedment _1-3/4 _3-1/2 _5-1/4 _{1-3/4 3-1/2} _5-1/4 _{1-3/4 3-1/2 5-1/4} _1-3/4 _{3-1/2 5-1/4} Depth, in. 7/8 0.70 0.60 0.18 0.46 1-1/4 0.76 0.69 0.30 0.54 1-3/4 0.85 0.70 0.80 0.60 0.45 0.18 0.64 0.46 2 0.89 0.72 0.86 0.63 0.53 0.22 0.69 0.49 2-5/8 1.00 0.78 0.70 1.00 0.70 0.60 0.72 0.32 0.18 0.82 0.55 0.46 3 0.81 0.72 0.74 0.63 0.84 0.37 0.22 0.90 0.59 0.49 3-1/2 0.85 0.75 0.80 0.67 1.00 0.45 0.27 1.00 0.64 0.52 4 0.89 0.78 0.86 0.70 0.53 0.32 0.69 0.55 4-1/2 0.94 0.81 0.91 0.74 0.60 0.37 0.74 0.59 5-1/4 1.00 0.85 1.00 0.80 0.72 0.45 0.82 0.64 6-1/2 0.92 0.90 0.91 0.58 0.95 0.73 7 0.95 0.93 1.00 0.63 1.00 0.76 7-7/8 1.00 1.00 0.72 0.82 9 0.84 0.90 10-1/2 1.00 1.00

Anchor Spacing and Edge Distance Guidelines in Concrete for HIT HY 150/HIT-ICE

Anchor Spacing Adjustment Factors

s = Actual spacing smin = 0.5 hef

scr = 1.5 hef

hef = Actual embedment

Edge Distance Adjustment Factors

c = Actual Edge Distance cmin = 0.5 hef ccr = 1.5 hefTension = 2.0 heffor Shear hef = Actual Embedment 0 0 .2 .4 .6 .8 1.0 1.5 1.0 0.5

s

cr s h_ef

Shear & Tension

s

_min

Anchor Spacing Adjustment Factor (fA) 1.5 1.0 0 0 .2 .4 .6 .8 1.0 2.0

c

_cr

c

_cr

c

_min c h_ef 0.5 Tension Shear (II to Edge)

Shear ( to Edge)

Edge Distance Adjustment Factor (fRV, fRN) N s c h V Spacing Tension/Shear smin= 0.5 hef, scr= 1.5 hef fA= 0.3(s/hef) + 0.55 for scr>s>smin Edge Distance Tension

cmin= 0.5 hef, ccr= 1.5 hef

fRN= 0.40(c/hef) + 0.40

for ccr>c>cmin Edge Distance Shear

( ⊥toward edge)

f_RV= 0.54(c/hef) – 0.09

for ccr>c>cmin Edge Distance Shear (II to or away from edge)

fRVII= 0.36(c/hef) + 0.28

for ccr>c>cmin

Spacing (s)/Edge Distance (c),

in.

Note: Tables apply for listed embedment depths. Reduction factors for other embedment depths must be calculated using equations below.

4.2.4 HIT HY 150/HIT-ICE Adhesive Anchor

Adhesive Anchoring Systems

(8)

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Load Adjustment Factors for 1/2" Diameter Anchor

Anchor

fA fRN fRV fRVII Embedment _2-1/8 _4-1/4 _6-3/8 _{2-1/8 4-1/4} _6-3/8 _{2-1/8 4-1/4 6-3/8} _2-1/8 _{4-1/4 6-3/8} Depth, in. 1-1/16 0.70 0.60 0.18 0.46 1-1/2 0.76 0.68 0.29 0.53 2 0.83 0.78 0.42 0.62 2-1/8 0.85 0.70 0.80 0.60 0.45 0.18 0.64 0.46 2-3/4 0.94 0.74 0.92 0.66 0.61 0.26 0.75 0.51 3 0.97 0.76 0.96 0.68 0.67 0.29 0.79 0.53 3-3/16 1.00 0.78 0.70 1.00 0.70 0.60 0.72 0.32 0.18 0.82 0.55 0.46 4 0.83 0.74 0.78 0.65 0.93 0.42 0.25 0.96 0.62 0.51 4-1/4 0.85 0.75 0.80 0.67 1.00 0.45 0.27 1.00 0.64 0.52 5 0.90 0.79 0.87 0.71 0.55 0.33 0.70 0.56 6 0.97 0.83 0.96 0.78 0.67 0.42 0.79 0.62 6-3/8 1.00 0.85 1.00 0.80 0.72 0.45 0.82 0.64 7 0.88 0.84 0.80 0.50 0.87 0.68 7-1/2 0.90 0.87 0.86 0.55 0.92 0.70 8-1/2 0.95 0.93 1.00 0.63 1.00 0.76 9 0.97 0.96 0.67 0.79 9-9/16 1.00 1.00 0.72 0.82 10 0.76 0.84 11 0.84 0.90 12-3/4 1.00 1.00

in.

Load Adjustment Factors for 5/8" and 3/4" Diameter Anchors Anchor

5/8" diameter 3/4" diameter

Diameter

Adjustment Spacing Edge Distance Edge Distance Shear Edge Distance Shear Spacing Edge Distance Edge Distance Shear Edge Distance Shear Factor Tension/Shear, Tension, ( toward edge), (II to or away from edge), Tension/Shear, Tension, ( toward edge), (II to or away from edge),

fA fRN fRV fRVII fA fRN fRV fRVII Embedment _2-1/2 ₅ _7-1/2 _2-1/2 ₅ _7-1/2 _2-1/2 ₅ _7-1/2 _2-1/2 ₅ _{7-1/2 3-3/8} _6-5/8 ₁₀ _{3-3/8 6-5/8} ₁₀ _3-3/8 _6-5/8 ₁₀ _{3-3/8 6-5/8} ₁₀ Depth, in. 1-1/4 0.70 0.60 0.18 0.46 1-11/16 0.75 0.67 0.27 0.52 0.70 0.60 0.18 0.46 2 0.79 0.72 0.34 0.57 0.73 0.64 0.23 0.49 2-1/2 0.85 0.70 0.80 0.60 0.45 0.18 0.64 0.46 0.77 0.70 0.31 0.55 3 0.91 0.73 0.88 0.64 0.56 0.23 0.71 0.50 0.82 0.76 0.39 0.60 3-5/16 0.95 0.75 0.93 0.67 0.63 0.27 0.76 0.52 0.84 0.70 0.79 0.60 0.44 0.18 0.63 0.46 3-3/4 1.00 0.78 0.70 1.00 0.70 0.60 0.72 0.32 0.18 0.82 0.55 0.46 0.88 0.72 0.84 0.63 0.51 0.22 0.68 0.48 4 0.79 0.71 0.72 0.61 0.77 0.34 0.20 0.86 0.57 0.47 0.91 0.73 0.87 0.64 0.55 0.24 0.71 0.50 4-1/2 0.82 0.73 0.76 0.64 0.88 0.40 0.23 0.93 0.60 0.50 0.95 0.75 0.93 0.67 0.63 0.28 0.76 0.52 5 0.85 0.75 0.80 0.67 1.00 0.45 0.27 1.00 0.64 0.52 0.99 0.78 0.70 0.99 0.70 0.60 0.71 0.32 0.18 0.81 0.55 5-1/16 0.85 0.75 0.81 0.67 0.46 0.27 0.64 0.52 1.00 0.78 0.70 1.00 0.71 0.60 0.72 0.32 0.18 0.82 0.56 0.46 5-1/2 0.88 0.77 0.84 0.69 0.50 0.31 0.68 0.54 0.80 0.72 0.73 0.62 0.79 0.36 0.21 0.87 0.58 0.46 6 0.91 0.79 0.88 0.72 0.56 0.34 0.71 0.57 0.82 0.73 0.76 0.64 0.87 0.40 0.23 0.92 0.61 0.48 6-3/4 0.96 0.82 0.94 0.76 0.64 0.40 0.77 0.60 0.86 0.75 0.81 0.67 1.00 0.46 0.27 1.00 0.65 0.50 7-1/2 1.00 0.85 1.00 0.80 0.72 0.45 0.82 0.64 0.89 0.78 0.85 0.70 0.52 0.32 0.69 0.52 8 0.87 0.83 0.77 0.49 0.86 0.66 0.91 0.79 0.88 0.72 0.56 0.34 0.71 0.55 8-1/2 0.89 0.85 0.83 0.52 0.89 0.69 0.93 0.81 0.91 0.74 0.60 0.37 0.74 0.57 9 0.91 0.88 0.88 0.56 0.93 0.71 0.96 0.82 0.94 0.76 0.64 0.40 0.77 0.59 9-15/16 0.95 0.93 0.98 0.63 1.00 0.76 1.00 0.85 1.00 0.80 0.72 0.45 0.82 0.60 10 0.95 0.93 1.00 0.63 0.76 0.85 0.80 0.73 0.45 0.82 0.64 11-1/4 1.00 1.00 0.72 0.82 0.89 0.85 0.83 0.52 0.89 0.64 12 0.77 0.86 0.91 0.88 0.89 0.56 0.93 0.69 13-1/4 0.86 0.92 0.95 0.93 1.00 0.63 1.00 0.71 14 0.92 0.95 0.97 0.96 0.67 0.76 15 1.00 1.00 1.00 1.00 0.72 0.78 16 0.77 0.82 18 0.88 0.93 20 1.00 1.00

in.

Spacing Tension/Shear

smin= 0.5 hef, scr= 1.5 hef

fA= 0.3 (s/hef) + 0.55

for scr>s>smin Edge Distance Tension

fRN= 0.40 (c/hef) + 0.40

f_RV= 0.54 (c/hef) – 0.09

fRVII= 0.36 (c/hef) + 0.28

for ccr>c>cmin

HIT HY 150/HIT-ICE Adhesive Anchor

4.2.4 Adhesive Anchoring Systems

(9)

Load Adjustment Factors for 1" and 1 1/4" Diameter Anchors Anchor

1" diameter 1 1/4" diameter

Diameter

Adjustment Spacing Edge Distance Edge Distance Shear Edge Distance Shear Spacing Edge Distance Edge Distance Shear Edge Distance Shear Factor Tension/Shear, Tension, (⊥toward edge), (II to or away from edge), Tension/Shear, Tension, (⊥toward edge), (II to or away from edge),

fA fRN fRV⊥ fRVII fA fRN fRV⊥ fRVII Embedment _4-1/8 _{8-1/4 12-3/8 4-1/8 8-1/4 12-3/8 4-1/8 8-1/4 12-3/8 4-1/8} _{8-1/4 12-3/8} ₆ ₁₂ ₁₅ ₆ ₁₂ ₁₅ ₆ _{12 15} ₆ ₁₂ ₁₅ Depth, in. 2-1/16 0.70 0.60 0.18 0.46 3 0.77 0.69 0.30 0.54 0.70 0.60 0.18 0.46 3-1/2 0.80 0.74 0.37 0.59 0.73 0.63 0.23 0.49 4-1/8 0.85 0.70 0.80 0.60 0.45 0.18 0.64 0.46 0.76 0.68 0.28 0.53 5 0.91 0.73 0.88 0.64 0.56 0.24 0.72 0.50 0.80 0.73 0.36 0.58 5-1/2 0.95 0.75 0.93 0.67 0.63 0.27 0.76 0.52 0.83 0.77 0.41 0.61 6 0.99 0.77 0.98 0.69 0.70 0.30 0.80 0.54 0.85 0.70 0.80 0.60 0.45 0.18 0.64 0.46 6-3/16 1.00 0.78 0.70 1.00 0.70 0.60 0.72 0.32 0.18 0.82 0.55 0.46 0.86 0.70 0.81 0.61 0.47 0.19 0.65 0.47 7-1/2 0.82 0.73 0.76 0.64 0.89 0.40 0.24 0.93 0.61 0.50 0.93 0.74 0.70 0.90 0.65 0.60 0.59 0.25 0.18 0.73 0.51 0.46 8-1/4 0.85 0.75 0.80 0.67 1.00 0.45 0.27 1.00 0.64 0.52 0.96 0.76 0.72 0.95 0.68 0.62 0.65 0.28 0.21 0.78 0.53 0.48 9 0.88 0.77 0.84 0.69 0.50 0.30 0.67 0.54 1.00 0.78 0.73 1.00 0.70 0.64 0.72 0.32 0.23 0.82 0.55 0.50 9-1/2 0.90 0.78 0.86 0.71 0.53 0.32 0.69 0.56 0.79 0.74 0.72 0.65 0.77 0.34 0.25 0.85 0.57 0.51 10 0.91 0.79 0.88 0.72 0.56 0.35 0.72 0.57 0.80 0.75 0.73 0.67 0.81 0.36 0.27 0.88 0.58 0.52 10-1/2 0.93 0.80 0.91 0.74 0.60 0.37 0.74 0.59 0.81 0.76 0.75 0.68 0.86 0.38 0.29 0.91 0.60 0.53 12 0.99 0.84 0.98 0.79 0.70 0.43 0.80 0.63 0.85 0.79 0.80 0.72 1.00 0.45 0.34 1.00 0.64 0.57 12-3/8 1.00 0.85 1.00 0.80 0.72 0.45 0.82 0.64 0.86 0.80 0.81 0.73 0.47 0.36 0.65 0.58 14 0.89 0.85 0.83 0.52 0.89 0.69 0.90 0.83 0.87 0.77 0.54 0.41 0.70 0.62 16-1/2 0.95 0.93 1.00 0.63 1.00 0.76 0.96 0.88 0.95 0.84 0.65 0.50 0.78 0.68 18 0.99 0.98 0.70 0.80 1.00 0.91 1.00 0.88 0.72 0.56 0.82 0.71 18-9/16 1.00 1.00 0.72 0.82 0.92 0.90 0.75 0.58 0.84 0.73 20 0.78 0.86 0.95 0.93 0.81 0.63 0.88 0.76 22-1/2 0.89 0.93 1.00 1.00 0.92 0.72 0.96 0.82 24 0.96 0.98 1.00 0.77 1.00 0.86 24-3/4 1.00 1.00 0.80 0.87 26 0.85 0.90 28 0.92 0.95 30 1.00 1.00

in.

Load Adjustment Factors for 7/8" Diameter Anchor Anchor

fA fRN fRV fRVII Embedment _3-3/4 _{7-1/2 11-1/4 3-3/4 7-1/2 11-1/4 3-3/4 7-1/2 11-1/4 3-3/4} _{7-1/2 11-1/4} Depth, in. 1-7/8 0.70 0.60 0.18 0.46 2-1/2 0.75 0.67 0.27 0.52 3 0.79 0.72 0.34 0.57 3-3/4 0.85 0.70 0.80 0.60 0.45 0.18 0.64 0.46 4 0.87 0.71 0.83 0.61 0.49 0.20 0.66 0.47 4-1/2 0.91 0.73 0.88 0.64 0.56 0.23 0.71 0.50 5 0.95 0.75 0.93 0.67 0.63 0.27 0.76 0.52 5-5/8 1.00 0.78 0.70 1.00 0.70 0.60 0.72 0.32 0.18 0.82 0.55 0.46 6 0.79 0.71 0.72 0.61 0.77 0.34 0.20 0.86 0.57 0.47 6-1/2 0.81 0.72 0.75 0.63 0.85 0.38 0.22 0.90 0.59 0.49 7 0.83 0.74 0.77 0.65 0.92 0.41 0.25 0.95 0.62 0.50 7-1/2 0.85 0.75 0.80 0.67 1.00 0.45 0.27 1.00 0.64 0.52 8 0.87 0.76 0.83 0.68 0.49 0.29 0.66 0.54 8-1/2 0.89 0.78 0.85 0.70 0.52 0.32 0.69 0.55 9 0.91 0.79 0.88 0.72 0.56 0.34 0.71 0.57 9-15/16 0.95 0.82 0.93 0.75 0.63 0.39 0.76 0.60 10 0.95 0.82 0.93 0.76 0.63 0.39 0.76 0.60 11-1/4 1.00 0.85 1.00 0.80 0.72 0.45 0.82 0.64 12 0.87 0.83 0.77 0.49 0.86 0.66 14 0.92 0.90 0.92 0.58 0.95 0.73 15 0.95 0.93 1.00 0.63 1.00 0.76 16-7/8 1.00 1.00 0.72 0.82 18 0.77 0.86 20 0.87 0.92 22-1/2 1.00 1.00 Spacing Tension/Shear smin= 0.5 hef, scr= 1.5 hef fA= 0.3 (s/hef) + 0.55 for scr>s>smin Edge Distance Tension

fRN= 0.40 (c/hef) + 0.40

f_RV= 0.54 (c/hef) – 0.09

fRVII= 0.36 (c/hef) + 0.28

for ccr>c>cmin

4.2.4 HIT HY 150/HIT-ICE Adhesive Anchor

Adhesive Anchoring Systems

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Resistance of HIT HY 150 to Chemicals

1

Chemical Behavior

Sulphuric acid conc. –

30% •

10% +

Hydrochloric acid conc. •

10% +

Nitric acid conc. –

10% •

Phosphoric acid conc. +

10% +

Acetic acid conc. •

10% +

Formic acid conc. –

10% •

Lactic acid conc. +

10% + Citric acid 10% + Sodium Hydroxide 40% • (Caustic soda) 20% + 5% + Ammonia conc. • 5% + Soda solution 10% +

Common salt solution 10% +

Chlorinated lime solution 10% +

Sodium hypochlorite 2% +

Hydrogen peroxide 10% +

Carbolic acid solution 10% –

Ethanol – Sea water + Glycol + Acetone – Carbon tetrachloride – Toluene + Petrol/Gasoline • Machine oil • Diesel oil • 120 110 100 90 80 70 60 50 40 30 20 10 0 23°F 70°F 100°F 140°F 64% at 155 ° F 64% at 212 ° F HIT-ICE HIT HY 150 180°F 220°F 100% at 100 ° F

Note: Test procedure involves the concrete being held at the elevated temperature for 24 hours them removing it from the controlled environment and testing to failure. Long-term creep test at 176°F for HIT HY 150 is also available; contact Hilti Technical Services.

Base Material Temperature (°F)

Allo

wable Bond Strength (% of load a

t 70

°F)

Influence of High Energy Radiation on HIT HY 150

1

Radiation Detrimental Recommendation

Exposure2, 3 Effect for Use

< 10 Mrad Insignificant Full Use

10 – 100 Mrad Moderate Restricted Use

Frec.= 0.5 Fperm.

> 100 Mrad Medium to strong No recommendation

for use Note: In actual use, the majority of the resin is encased in the base material, leaving very little surface area exposed. In some cases, this would

allow the HY 150 to be used where it would be exposed to the “Partially Resistant” chemical compounds.

Samples of the HY 150 resin were immersed in the various chemical compounds for up to one year. At the end 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 had slight damage, such as small cracks, chips, etc. or reduction in bending strength of 25% or more, were classified as “Partially Resistant.” Samples that were heavily damaged or destroyed were classified as “Not Resistant.”

Influence of Temperature on Bond Strength

1 HIT-ICE information is unavailable. 2 Mrad = Megarad

3 Dosage over a life span. Key: – non-resistant + resistant • limited resistance

1 HIT-ICE information unavailable as of this printing.

Base Material Temperature

°F °C HIT HY 1502 HIT-ICE –10 –23 – 1.5 hrs 0 –18 – 1.5 hrs 23 –5 25 min 40 min 32 0 18 min 26 min 41 5 13 min 11 min 68 20 5 min 4 min 86 30 4 min 1.5 min 104 40 2 min –

1 Product temperatures must be maintained above 41°F (5°C), with the exception of HIT-ICE which must be above 0°F (–18°C).

2 Use of HIT HY 150 and HIT-TZ rods must be installed in base material temperatures ≥40° F (5° C).

Open Gel Time Table (Approximate)

1

Base Material Temperature

°F °C HIT HY 1502 _HIT-ICE –10 –23 – 24 hrs 0 –18 – 24 hrs 23 –5 6 hrs 6 hrs 32 0 3 hrs 4 hrs 41 5 90 min 2 hrs 68 20 50 min 1 hrs 86 30 40 min 30 min 104 40 30 min –

Final Cure Time Table (Approximate)

1

HIT HY 150/HIT-ICE Adhesive Anchor

4.2.4 Adhesive Anchoring Systems

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1 2 3

4.2.4.4 Installation Instructions

1. Drill anchor hole with a car-bide bit. Contact Hilti for use of Diamond Core bits.

2. Clean hole with wire brush. Proper hole cleaning is essential.

3. Insert air nozzle to bottom of hole and blow out hole using a pump, or compressed air.

4. HY 150 only: Put refill pack into holder. Remove cap cov-ering threaded projection.

5. Screw on static mixer. 6. Put holder/cartridge into appropriate dispenser and discard first two trigger pulls of adhesive from each refill pack or cartridge.

7. Inject adhesive into hole starting at the bottom until 1/2 to 2/3 full. Use mixer filler tube extensions when needed to reach the hole bottom.

8. Unlock dispenser.

4.2.4 HIT HY 150/HIT-ICE Adhesive Anchor

Adhesive Anchoring Systems

HAS, Rebar and Insert Installation Instructions

Rod

9

10

11 ≤

_Tmax

2

9

10

11 ≤

_Tmax

2

9

10

11

12

≤Tmax ≤Tmax Rebar Insert

9. Insert rod. Twist during installa-tion.

10. Fastener may be adjusted dur-ing specified gel time.

11. Do not disturb anchor between specified gel time and cure time.

12. Apply specified torque as required to secure items to be fastened. Do not exceed maxi-mum torque specified.

9. Insert threaded insert. Twist during installation.

9. Insert rebar. Twist during installa-tion.

(12)

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Threaded Rod & HIT-TZ Rod

Installation

Rod Drill Bit1 _{Adhesive Volume} Diameter Diameter Required per Inch (in.) (in.) of embedment (in3₎

1/4 5/16 0.055 3/8 7/16 0.095 1/2 9/16 0.133 5/8 11/16 0.184 3/4 13/16 0.232 7/8 24mm 0.272 1 1-1/16 0.366 1-1/4 1-1/2 0.918

Rebar Installation

Rod Drill Bit1 _{Adhesive Volume} Diameter Diameter Required per Inch (in.) (in.) of embedment (in3₎

#3 or 3/8 1/2 0.110 #4 or 1/2 5/8 0.146 #5 or 5/8 3/4 0.176 #6 or 3/4 7/8 0.218 #7 or 7/8 1 0.252 #8 or 1 1-1/8 0.299 #9 or 1-1/8 1-3/8 0.601 #10 or 1-1/4 1-1/2 0.659 #11 or 1-3/8 1-9/16 0.547

Metric Rebar Installation

(Canada Only)

Bar Drill Bit1 _{Adhesive Volume} Diameter Diameter Required per Inch of embedment (in3₎ 10M 14 mm 0.101 15M 3/4" 0.176 20M 24 mm 0.268 25M 1-1/8" 0.309 30M 37 mm 0.644 35M 1-9/16" 0.480

Note: Usable volume of:

• HIT HY 150 refill pack is 16.5 in3 _(270ml).

• HIT HY 150 jumbo cartridges is 81.8 in3 _{(1340 ml).}

• HIT-ICE is 15 in3(243 ml)

HIT HY 150/HIT-ICE Volume Charts

1 Rebar diameter may vary. Use smallest drill bit which will accommodate rebar. For Hilti matched tolerance carbide tipped drill bits, see section 8.4.1. Example: Determine approximate fastenings for

5/8" rod embedded 10" deep. 10 x 0.184 = 1.84 in3 _{of adhesive per anchor}

• HIT HY 150 small cartridge: 16.5 ÷ 1.84 ≈9 fastenings • HIT HY 150 jumbo cartridge: 81.8 ÷ 1.84 ≈45 fastenings • HIT-ICE cartridge:

15.0 ÷ 1.84 ≈8 fastenings

HIT HY 150/HIT-ICE Adhesive Anchor

4.2.4 Adhesive Anchoring Systems

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4.2.4.5 Ordering Information

HIT Adhesives

Item No. Description Contents

00371292 HIT-ICE (10 oz) 297 ml 1 Cartridge, 1 Mixer

00371957 HY 150 (11.1 oz) 400 ml 1 Refill Pack, 1 Mixer w/ filler tube 00305713 HY 150 Jumbo (47.3 oz) 1400 ml 4 Cartridges, 4 Mixers

HIT Dispensers

Battery Powered Dispenser Item No. Description

00335288 BD2000 Battery Dispenser Kit Complete

Manual Dispensers Item No. Description

00371291 MD1000 Dispenser for HIT-ICE Cartridges

00229154 MD2000 Dispenser + 1 refill holder for HIT HY refill packs

00229170 Refill Holder Replacement for MD2000, BD 2000 or P-3000HY dispensers

Pneumatic Dispensers Item No. Description

00255032 HIT P-3000HY Pneumatic Dispenser, + 1 refill holder for HIT HY refill packs 00373959 HIT P-8000 Pneumatic Dispenser (for Jumbo cartridges)

00373960 Jumbo pack holder replacement fo HIT P-8000 Dispenser

HY 150 Refill Pack HY 150 Jumbo Cartridge BD2000 Battery Dispenser HIT-ICE Cartridge MD2000 Dispenser MD1000 Dispenser P-3000HY Pneumatic Dispenser P-8000HY Pneumatic Dispenser

4.2.4 HIT HY 150/HIT-ICE Adhesive Anchor

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HIT Filler Tube

Wire Brush Air Nozzle

Mixers & Filler Tubes

Item No. Description Qty/Pkg Notes

00068156 HIT-M, Mixer for HY 150 1 For use with small HIT HY 150 refill packs

00337111 HIT-RE-M Static Mixer, Large HY 150 1 For use with Jumbo cartridges

00371290 HIT-M2 for HIT-ICE 1 For use with HIT-ICE cartridges

00063799 Filler Tube 3/8" x 8" 1 Attach filler tube to small mixer to fill deeper holes 00063994 Filler Tube 1/2" x 11-1/2" 1 Attach filler tube to large mixer to fill deeper holes 00063995 Filler Tube 1/2" x 17-1/2" 1 Attach filler tube to large mixer to fill deeper holes

Hole Cleaning Accessories

Item No. Description Qty/Pkg

00063964 Air Nozzle (Length 24") 1

00255781 Wire Brush 3/8" (for 7/16" to 1/2" holes) 1 00255782 Wire Brush 1/2" (for 9/16" to 5/8" holes) 1 00059893 Wire Brush 5/8" (for 11/16" to 3/4" holes) 1 00255783 Wire Brush 3/4" (for 13/16" to 15/16" holes) 1 00255784 Wire Brush 1" (for 1" to 1-1/8" holes) 1

00003206 Flat Wire Brush (for > 1-1/8" holes) 1

Wire brushes are required for all applications using HY 150/HIT-ICE Adhesive, except HIT-TZ rod fastenings.

HIT-HY Mixer (Large)

HIT-M Mixer (Small) HIT-ICE Mixer

4.2.4.5 Ordering Information

HIT HY 150/HIT-ICE Adhesive Anchor

4.2.4 Adhesive Anchoring Systems

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HAS Super, HAS Stainless Steel Rods, HIS and HIS-R Stainless Steel Inserts

3

HAS Super 3 _{HAS 304 SS}2,3 _HIS _{HIS Insert} _{HIS-R 316 SS Insert}

Description Item No. Item No. Qty/Box Description Item No. Item No. Qty/Box

3/8" x 5-1/8" 00068657 00068675 10 3/8" x 4-1/4" 00258020 00258029 10 1/2" x 6-1/2" 00068658 00068676 10 1/2" x 5" 00258021 00258030 5 5/8" x 7-5/8" 00333783 00333782 10 5/8" x 6-5/8" 00258022 00258031 5 3/4" x 9-5/8" 00068660 00068678 5 3/4" x 8-1/4" 00258023 00258032 5 7/8" x 10"1 000686611 _968020064 ₅ 1" x 12" 00068662 968020074 5 11/4" x 16" 00333779 4

1 Hot Dipped Galvanized (3/8" rod only). Coating thickness 2 mils (50.8µm) 2 316 Stainless Steel HAS Rods are also available.

3 More HAS rod lengths are available, refer to Hilti Full Line Catalog or contact a Customer Service Representative. 4. Available by the individual piece.

HAS-E Threaded Rods

HAS-E ISO

HAS-E 898 Class 5.8

Description Item No. Qty/Pkg

38-3 333184 10 38-438 333185 10 38-518 333183 20 38-8 333186 10 38-12 333187 10 12-318 333188 10 12-412 333189 10 12-612 333190 20 12-8 333191 10 12-10 333192 10 12-12 333193 10 58-8 333194 20 58-9 333197 10 58-12 333195 10 58-17 333196 10 HAS-E ISO HAS-E 898 Class 5.8

Description Item No. Qty/Pkg

34-10 333201 10 34-11 333198 10 34-12 333202 10 34-14 333203 10 34-17 333204 10 34-19 333205 10 34-21 333206 10 34-25 333207 10 78-10 333208 10 78-13 333209 10 1-12 333210 4 1-14 333211 2 1-16 333212 2 1-20 333213 2 114-16 333214 4 114-22 333215 2

HIT-TZ & HIT-RTZ Description Item No. HIT-TZ Item No. HIT-RTZ Qty/Box

3/8" x 2-7/8" / 1" 00337484 00337498 40

1/2" x 3-1/2" / 1-1/2" 00337485 00337499 24

5/8" x 4" / 2-1/4" 00337486 00337500 16

3/4" x 5-1/4" / 2-1/4" 00337484 00337501 8