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Anchoring Systems

HIT HY 150 Injection Adhesive Anchor

Listings/Approvals

• International Conference of Building Officials (ICBO): Evaluation Report #5193• City of Los Angeles (COLA): Research Report # 25257• Southern Building Code Congress International (SBCCI) Report No. 9930• For specific DOT and Municipality Approvals, contact the Hilti Technical Staff

• NSF/ANSI Standard 61 certification for use in potable water

4.2.2.1 PRODUCT DESCRIPTION

The Hilti HIT HY150 System is based on a hybrid adhesive. The system consists of a dual cylinder adhesive refill pack, a mixing

nozzle, a HIT dispenser with refill pack holder, and either a threaded rod, rebar, smooth dowel, HIS internally threaded insert or eyebolts.

HY150 is specifically designed for fastening into solid base materials such as concrete, grout, stone or solid masonry.

Product Features

• Seismic qualified per ICBO ES AC58, ASTM E-1512

• Accurate dispensing of resin and hardener directly into the hole drilled in solid base material

• Mixing tube ensures proper mixing and eliminates measuring errors

• Environmentally friendly, contains no styrene; virtually odorless.

• Cures quickly over a large range of base material temperatures

• Excellent weathering resistance; high temperature resistance

• High load capacities, ideal for rebar installation• Soap and water cleanup (before curing)

Guide Specifications

Fastener Components

Masterformat 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 steeldowels or threaded anchor rods and inserts into new or existing con-crete. Adhesive shall be furnished in side by side refill packs whichkeep component A and component B separate. Side by side packsshall be designed to compress during use to minimize waste volume.

Side by side packs shall also be designed to accept static mixing noz-zle which thoroughly blends component A and component B andallows injection directly into drilled hole. Alternately, product may befurnished in large rigid cartridges for high volume work. Only injectiontools and static mixing nozzles as recommended by manufacturer shallbe used. Manufacturer’s instructions shall be followed. Injection adhe-sive shall be formulated to include resin, hardener, cement and waterto provide optimal curing speed as well as high strength and stiffness.

Maximum recommended curing time at 68°F shall be 45 minutes.

Injection adhesive shall be HIT HY 150, as furnished by Hilti, IncTulsa, OK.

Anchor Rods—Shall be furnished with chamfered ends so that eitheend will accept a nut and washer. Alternatively, anchor rods shall bfurnished with a 45 degree chisel point on one end to allow for easinsertion into the adhesive-filled hole. Anchor rods shall be manufactured to meet the following requirements: 1. ASTM A36 (standard carbon steel anchor) 2. ISO 898 Class 5.8 3. ISO 898 Class 8.8 4. ASTMA193, Grade B7, Type 2 (high strength carbon steel anchor); 5. AIS

304 or AISI 316 stainless steel, meeting the requirements of ASTM F593 (condition CW).

Special order length HAS or HIT Rods may vary from standard product, but meet or exceed the minumum fu mechanical properties of stan

dard rods.

Nuts and washers—shall be furnished to meet the requirements othe above anchor rod specifications.

HIT InternallyThreaded Inserts

HIS Internally

Threaded Inserts

HIT or HAS

Threaded Rods

Rebar (supplied by

contractor)

Eye Bolt (supplied

by contractor)

HIT Refill Pack HolderHY150 Refill Pack

Mixing Nozzle

4.2.2

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Anchoring Systems

4.2.2.2 MATERIAL SPECIFICATIONS

Material Properties for HY150

4.2.2.3 TECHNICAL DATA

HY150 Installation Specification Table for HIT or HAS Threaded Rods

Compressive Strength ASTM C579 71.8 N/mm2 10,420 psi

Tensile Strength ASTM C307 15.9 N/mm2

2310 psiFlexural Strength ASTM C580 29.3 N/mm2 4250 psi

Modulus of Elasticity ASTM C307 7032 N/mm2 1.02 x 106 psi

Water Absorption ASTM D570 0.12% 0.12%

Electrical Resistance DIN/VDE 0303T3 2x1011OHM/cm 7.9x1010 OHM/in.

HIT Rod Size in. 3 / 8 1 / 2 5 / 8 3 / 4 7 / 8 1 11 / 4

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

dbit: bit diameter in. 7 / 16 9 / 16

11 / 16 13 / 16 (24mm) 11 / 16 11 / 2

hnom: std. depth of embed.1 in. 31 / 2 41 / 4 5 65 / 8 71 / 2 81 / 4 12

(mm) (90) (110) (125) (170) (190) (210) (305)

Tmax: HAS Std. ft lb 18 30 75 150 175 235 400

Max. HIT Rods (Nm) (24) (41) (102) (203) (237) (319) (540)

tightening HAS SS ft lb 15 20 50 105 125 165 280torque HAS-Super (Nm) (20) (27) (68) (142) (169) (224) (375)

h: min. base material in. 51 / 2 61 / 4 71 / 8 81 / 2 91 / 2 101 / 2 15

thickness (@ std. embed.) (mm) (140) (160) (180) (220) (240) (270) (380)

Approximate Fastenings per:

Small Refill Pack @ std. embedment 50 31 18 10 8 6 2

Large Cartridge @ std. embedment 185 114 67 35 30 23 6

1. Data available for varying embedments; see Load Tables.

dbit

hef

Tmax

h

t

Embed>hnom

Embed<hnom

HIT HY 150 Injection Adhesive Anchor 4.2.2

Material

Standard HAS rod material meets the requirements of ASTM A36 36 (248) 58 (400)

High Strength or ‘Super HAS’ rod material meets the requirements of ASTM A193, Grade B7 105 (724) 125 (862)

Stainless HAS& HAS-E rod material meets the requirements of ASTM F593 (AISI 304) Condition CW 3/8" -5/8" 65 (448) 100 (689)

Stainless HAS & HAS-E rod material meets the requirements of ASTM F593 (AISI 304) Condition CW 3/4" -1 1/4" 45 (310) 85 (586)

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

Super HAS-E rod material meets the requirements of ISO 898 Class 8.8 92.8(640) 116 (800)

HIS Insert 9SMNPB36K Carbon Steel conforming to DIN 1651 56 (390) 71 (490)

HIS-R Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN 17440 35 (241) 74 (510)

HAS Standard Nut material meets the requirements of ASTM A563, Grade A

HAS Super, HAS-E Standard & HAS-E Super Nut material meets the requirements of ASTM A563, Grade DH

HAS & HAS-E Stainless Steel Nut material meets the requirements of ASTM F594

HAS Standard and Stainless Steel Washers meets dimensional requirements of ANSI B18.22.1 Type A Plain

HAS Super, HAS-E Standard & HAS-E Super Washers meet the requirements of ASTM F436

All HAS standard & HAS Super Rods (except 7/8"), HAS-E Standard & HAS-E Super, HIS inserts, nuts & washers are zinc plated to ASTM B633 SC17/ 8" HAS Standard & HAS Super rods hot-dip galvanized in accordance with ASTM A153

HIT-I Insert Material meets 9S MN PB 28K steel conforming to DIN 1651

HIT-A Rod Material meets 9S MN PB 36K or 9S MN 36K steel conforming to DIN 1651. Mechanical properties meet or exceed ASTM A36.

Note: Special Order product may vary from standard materials, but meets or exceeds mechanical properties of HAS materials.

MECHANICALPROPERTIES

fy min. fu

ksi (MPa) ksi (MPa)

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Anchoring Systems

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

Details

dbit: bit diameter1 in. 7 / 16 5 / 8 3 / 4 7 / 8 1 11 / 8 13 / 8 11 / 2 19 / 16

HY150 Installation Specification Table for Rebar in Concrete

Combined Shear and Tension Loading

INTO

Solid Base

INTO

Solid Base

(Refer to Section 4.1.3.)

Nrec

Nd+

Vrec

Vd≤ 1.0

HIS Insert in. 3 / 8 1 / 2 5 / 8 3 / 4Details (mm) (9.5) (12.7) (15.9) (19.1)

dbit: bit diameter in. 11 / 16 7 / 8 11 / 8 11 / 4

hnom: std. depth of embed. in. 41 / 4 5 65 / 8 81 / 4

= capsule length (mm) (110) (125) (170) (210)

th: useable thread in. 1 13 / 16 11 / 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. 63 / 8 71 / 2 10 123 / 8

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

Recommended Hilti TE-5, 15, 18M TE-18M, 25 TE-55, 75Rotary Hammer Drill

; ; ; ; ; ; ; ; ; ; ; ; ; ;

; ; ; ; ; ; ; ; ; ; ; ; ; ;

; ; ; ; ; ; ; ; ; ; ; ; ; ;

; ; ; ; ; ; ; ; ; ; ; ; ; ;

; ; ; ; ; ; ; ; ; ; ; ; ; ;

; ; ; ; ; ; ; ; ; ; ; ; ; ;

; ; ; ; ; ;

; ; ; ; ; ;

; ; ; ; ; ;

; ; ; ; ; ;

; ; ; ; ; ;

; ; ; ; ; ;

; ; ; ; ; ;

; ; ; ; ; ;

hnom

h

dbit Tmax

HIS Insert Specification Table

1. Rebar diameters may vary. Use smallest drill bit which will accommodate rebar.

HIT HY 150 Injection Adhesive Anchor4.2.2

Anchor Size: in. 5 / 16 Insert 3 / 8 Insert 1 / 2 Insert

(mm) (7.9) (9.5) (12.7)

Details Std. Short Std. Short Std. Short

dbit: bit diameter in. 1 / 2 1 / 2 11 / 16 11 / 16

11 / 16 11 / 16

hnom: std. depth of in. 33 / 8 2 33 / 8 2 33 / 8 2

embedment (mm) (86) (51) (86) (51) (86) (51)

HY150 Installation Specification Table for HIT-I Inserts

hef

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Anchoring Systems

HIT HY 150 Injection Adhesive Anchor 4.2.2HIT HY 150 Allowable and Ultimate Bond/Concrete Capacity forHAS and HIT Rods in Normal Weight Concrete1,2,3,4

13 / 4 720 1265 955 1350 2710 4750 3820 5400(44) (3.2) (5.6) (4.3) (6.0) (12.1) (21.1) (17.0) (24.0)

3 / 8 31 / 2 1895 2705 1550 2195 7120 10160 6200 8780(9.5) (89) (8.4) (12.0) (6.9) (9.8) (31.7) (45.2) (27.6) (39.1)

51 / 4 2635 2800 3090 4370 9880 10510 12360 17480(133) (11.7) (12.5) (13.7) (19.4) (44.0) (46.8) (55.0) (77.8)

21 / 8 1220 1575 1445 2045 4580 5910 5785 8185(54) (5.4) (7.0) (6.4) (9.1) (20.4) (26.3) (25.7) (36.4)

1 / 2 41 / 4 2725 3935 2350 3325 10220 14760 9400 13300(12.7) (108) (12.1) (17.5) (10.5) (14.8) (44.5) (65.7) (41.8) (59.2)

63 / 8 4300 5295 4685 6625 16140 19860 18735 26495(162) (19.1) (23.6) (20.8) (29.5) (71.8) (88.3) (83.3) (117.9)

21 / 2 1620 1985 2040 2885 6090 7460 8160 11540(64) (7.2) (8.8) (9.1) (12.8) (27.1) (33.2) (36.3) (51.3)

5 / 8 5 4395 5250 3315 4685 16480 19690 13255 18745(15.9) (127) (19.6) (23.4) (14.7) (20.8) (73.3) (87.6) (59.0) (83.4)

71 / 2 6025 8225 6600 9335 22595 30850 26405 37345(191) (26.8) (36.6) (29.4) (41.5) (100.5) (137.2) (117.5) (166.1)

33 / 8 2365 3925 3585 5075 8870 14720 14355 20300(86) (10.5) (17.5) (15.9) (22.6) (39.5) (65.5) (63.9) (90.3)

3 / 4 65 / 8 4655 8885 5645 7985 17460 33330 22590 31945(19.1) (168) (20.7) (39.5) (25.1) (35.5) (77.7) (148.3) (100.5) (142.1)

10 9515 12140 11370 16080 35695 45530 45485 64330(254) (42.3) (54.0) (50.6) (71.5) (158.8) (202.5) (202.3) (286.2)

33 / 4 3080 4800 4495 6350 11555 18000 17980 25430(95) (13.7) (21.4) (20.0) (28.2) (51.4) (80.1) (80.0) (113.1)

7 / 8 71 / 2 7845 11020 7300 10325 29430 41000 29210 41310(22.2) (191) (34.9) (49.0) (32.5) (45.9) (130.9) (182.3) (129.9) (183.8)

111 / 4 13330 16645 14550 20575 49990 62425 58200 82305(286) (59.3) (74.0) (64.7) (91.5) (222.4) (277.7) (258.9) (366.1)

41 / 8 3445 4865 5500 7780 12920 18250 22010 31125(105) (15.3) (21.6) (24.5) (34.6) (57.5) (81.2) (97.9) (138.5)

1 81 / 4 8330 11635 8940 12640 31250 43640 35755 50565(25.4) (210) (37.1) (51.8) (39.8) (56.2) (139.0) (194.1) (159.1) (224.9)

123 / 8 15540 19525 17810 25185 58280 73220 71235 100740(314) (69.1) (86.85) (79.2) (112.0) (259.3) (325.7) (316.9) (448.1)

6 4645 7000 11125 15730 17430 26265 44500 62925(152) (20.7) (31.1) (49.5) (70.0) (77.5) (116.8) (198.0) (279.9)

11 / 4 12 15490 20770 18070 25555 58085 77900 72285 102225(31.8) (305) (68.9) (92.4) (80.4) (113.7) (258.4) (346.5) (321.6) (454.7)

15 19210 26815 26410 37345 72040 100560 105630 149385(381) (85.5) (119.3) (117.5) (166.1) (320.5) (447.3) (469.9) (664.5)

AnchorDiameter

in (mm)

EmbedmentDepth

in (mm)

HIT HY-150 Allowable Bond/Concrete Capacity HIT HY-150 Ultimate Bond/Concrete Capacity

fc = 2000 psi

(13.8 Mpa)lb (kN)

fc = 4000 psi

(27.6 Mpa)lb (kN)

fc = 4000 psi

(27.6 Mpa)lb (kN)

fc = 4000 psi

(27.6 Mpa)lb (kN)

fc = 4000 psi

(27.6 Mpa)lb (kN)

Tensile Shear Tensile Shear

1. Influence factors for spacing and/or edge distance are applied to concrete/bond values above, and then compared

to the steel value. The lesser of the values is to be used for the design.2. Concrete shear capacity based on the concrete capacity design method (CCD).3. All values based on holes drilled with carbide bit (see page 236) and cleaned with wire brush.4. For sill plate attachments, see tables on page 69.

fc = 2000 psi

(13.8 MPa)lb (kN)

fc = 2000 psi

(13.8 MPa)lb (kN)

fc = 2000 psi

(13.8 MPa)lb (kN)

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Anchoring Systems


Ultimate Steel Strength for Carbon Steel HAS or HIT Rods

1

Allowable Steel Strength for Carbon Steel HAS or HIT Rods1

1. Steel strength as defined in AISC Manual of Steel Construction (LRFD):

Yield = Fy x Tensile Stress Area Tensile = 0.75 x Fu x Nominal Area Shear = 0.45 x Fu x Nominal Area

1. Steel strength as defined in AISC Manual of Steel Construction (ASD):

Tensile = 0.33 x Fu x Nominal Area Shear = 0.17 x Fu x Nominal Area

3/8 2790 4800 2880 4495 6005 3605 7190 9610 5765 8135 10350 6210(9.5) (12.4) (21.4) (12.8) (20.0) (26.7) (16.0) (32.0) (42.7) (25.6) (36.2) (43.4) (27.6)1/2 5110 8540 5125 8230 10675 6405 13170 17085 10250 14900 18405 11040

(12.7) (22.7) (38.0) (22.8) (36.6) (47.5) (28.5) (58.6) (76.0) (45.6) (66.3) (79.0) (49.1)5/8 8135 13345 8010 13110 16680 10010 20975 26690 16015 23730 28760 17260

(15.9) (36.2) (59.4) (35.6) (58.3) (74.2) (44.2) (93.3) (118.7) (71.2) (105.6) (125.7) (76.8)3/4 12040 19220 11530 19400 24020 14415 31040 38435 23060 35120 41420 24850

(19.1) (53.5) (85.5) (51.3) (86.3) (106.9) (64.1) (138.1) (171.0) (102.6) (156.2) (185.7) (110.5)7/8 16620 26155 15695 26780 32695 19620 42845 52315 31390 48480 56370 33825

(22.2) (73.9) (116.3) (69.8) (119.1) (145.4) (87.3) (190.6) (232.7) (139.6) (215.7) (256.9) (150.5)

1 21805 34165 20500 35130 42705 25625 56210 68330 41000 63600 73630 44180(25.4) (97.0) (152.0) (91.2) (156.3) (190.0) (114.0) (250.0) (304.0) (182.4) (282.9) (337.0) (196.5)1 1/4 34890 53385 32030 56210 66730 40035 89930 106765 64060 101755 115050 69030(31.8) (155.2) (237.5) (142.5) (250.0) (296.8) (178.1) (400.0) (474.9) (285.0) (452.6) (511.8) (307.1)

HAS or HIT StandardASTM A36

RodDiameter

HAS-E StandardISO 898 Class 5.8

HAS-E SuperISO 898 Class 8.8

HAS SuperASTM A193 B7

Yieldlb (kN)

Tensilelb (kN)

Shearlb (kN)

Yieldlb (kN)

Tensilelb (kN)

Shearlb (kN)

Yieldlb (kN)

Tensilelb (kN)

Shearlb (kN)

Yieldlb (kN)

Tensilelb (kN)

Shearlb (kN)in. (mm)

Ultimate Steel Strength forStainless Steel HAS Rods1

1. Steel strength as defined in AISC Manual of Steel Construction (LRFD):

Yield = Fy x Tensile Stress Area

Tensile = 0.75 x Fu x Nominal Area

Shear = 0.45 x Fu x Nominal Area

3/8 5035 8280 4970 5035 8280 4970

(9.5) (22.4) (36.8) (22.1) (22.4) (36.8) (22.1)1/2 9225 14720 8835 9225 14720 8835(12.7) (41.0) (65.5) (39.3) (41.0) (65.5) (39.3)

5/8 14690 23010 13805 14690 23010 13805(15.9) (65.3) (102.4) (61.4) (65.3) (102.4) (61.4)

3/4 15050 28165 16800 15050 28165 16800(19.1) (66.9) (125.3) (75.2) (66.9) (125.3) (75.2)

7/8 20775 38335 23000 20775 38335 23000(22.2) (92.4) (170.5) (102.3) (92.4) (170.5) (102.3)

1 27255 50070 30040 27255 50070 30040(25.4) (121.2) (222.7) (133.6) (121.2) (222.7) (133.6)1 1/4 43610 78235 46940 43610 78235 46940(31.8) (194.0) (348.0) (208.8) (194.0) (348.0) (208.8)

HAS-E SSAISI 304 SS

RodDiameter

HAS SSAISI 304/316 SS

Yieldlb (kN)

Tensilelb (kN)

Shearlb (kN)

Yieldlb (kN)

Tensilelb (kN)


Allowable Steel Strength forStainless Steel HAS Rods1

1. Steel strength as defined in AISC Manual of Steel

Construction (ASD):

Tensile = 0.33 x Fu x Nominal Area

Shear = 0.17 x Fu x Nominal Area

3/8 3645 1875 3645 1875

(9.5) (16.2) (8.3) (16.2) (8.3)1/2 6480 3335 6480 3335(12.7) (28.8) (14.8) (28.8) (14.8)

5/8 10125 5215 10125 5215(15.9) (45.0) (23.2) (45.0) (23.2)

3/4 12390 6385 12390 6385(19.1) (55.1) (28.4) (55.1) (28.4)

7/8 16865 8690 16865 8690(22.2) (75.0) (38.6) (75.0) (38.6)

1 22030 11350 22030 11350(25.4) (98.0) (50.5) (98.0) (50.5)1 1/4 34425 17735 34425 17735(31.8) (153.1) (78.9) (153.1) (78.9)

HAS-E SS

AISI 304 SS

Rod

DiameterHAS SS

AISI 304/316 SS

Tensilelb (kN)

Shearlb (kN)

Tensilelb (kN)


3/8 2115 1090 2640 1360 4230 2180 4555 2345(9.5) (9.4) (4.8) (11.7) (6.0) (18.8) (9.7) (20.3) (10.4)1/2 3755 1935 4700 2420 7515 3870 8100 4170

(12.7) (16.7) (8.6) (20.9) (10.8) (33.4) (17.2) (36.0) (18.5)5/8 5870 3025 7340 3780 11745 6050 12655 6520

(15.9) (26.1) (13.5) (32.7) (16.8) (52.2) (26.9) (56.3) (29.0)3/4 8455 4355 10570 5445 16910 8710 18225 9390

(19.1) (37.6) (19.4) (47.0) (24.2) (75.2) (38.7) (81.1) (41.8)7/8 11510 5930 14385 7410 23020 11860 24805 12780

(22.2) (51.2) (26.4) (64.0) (33.0) (102.4) (52.8) (110.3) (56.9)1 15030 7745 18790 9680 30065 15490 32400 16690

(25.4) (66.9) (34.5) (83.6) (43.0) (133.7) (68.9) (144.1) (74.2)1 1/4 23490 12100 29360 15125 46975 24200 50620 26080(31.8) (104.5) (53.8) (130.6) (67.3) (209.0) (107.7) (225.2) (116.0)

HAS or HIT StandardASTM A36

RodDiameter

HAS-E StandardISO 898 Class 5.8

HAS-E SuperISO 898 Class 8.8

HAS SuperASTM A193 B7

Tensilelb (kN)

Shearlb (kN)

Shearlb (kN)

Tensilelb (kN)

Shearlb (kN)

Tensilelb (kN)

Shearlb (kN)

Tensilelb (kN)in. (mm)

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Anchoring Systems

HIT HY 150 Ultimate Loads with HAS or HIT Threaded Rods or HIT-I Inserts inLightweight Concrete ≥ 3000 psi (20.7 N/mm2)

3 / 8 13 / 4 ( 45 ) 2980 (13.3) 2980 (13.3) 2980 (13.3) 2880 (12.8) 5150 (22.9) 4970 (22.1)

(9.5) 31 / 2 ( 90 ) 4800 (21.4) 4920 (21.4) 4920 (21.4) 2880 (12.8) 6210 (27.6) 4970 (22.1)1 / 2 21 / 8 ( 55 ) 3900 (17.3) 3900 (17.3) 3900 (17.3) 5125 (22.8) 8520 (37.9) 8520 (37.9)

(12.7) 41 / 4 (110) 4840 (21.5) 4840 (21.5) 4840 (21.5) 5125 (22.8) 11040 (49.1) 8835 (39.3)5 / 8 21 / 2 ( 65 ) 4800 (21.4) 4800 (21.4) 4800 (21.4) 8010 (35.6) 9920 (44.1) 9920 (44.1)

(15.9) 33 / 8 ( 85 ) 7040 (31.3) 7040 (31.3) 7040 (31.3) 8010 (35.6) 15980 (71.1) 13805 (61.4)

Anchor Diameterin. (mm)

Embedment Depthin. (mm)

Tension lb (kN)1

HIT or HAS STD HAS Super HAS SS (304SS)

Shear lb (kN)1


HIT HY 150 Allowable Loads with HAS or HIT Threaded Rods or HIT-I Inserts inLightweight Concrete ≥ 3000 psi (20.7 N/mm2)

3 / 8 13 / 4 ( 45 ) 745 (3.3) 1090 ( 4.8 ) 1280 ( 5.7 ) 1280 ( 5.7 )

(9.5) 31 / 2 ( 90 ) 1220 (5.4) 1090 ( 4.8 ) 2345 (10.4) 1875 ( 8.3 )1 / 2 21 / 8 ( 55 ) 975 (4.3) 1935 ( 8.6 ) 2130 ( 9.5 ) 2130 ( 9.5 )

(12.7) 41 / 4 (110) 1210 (5.4) 1935 ( 8.6 ) 4170 (18.5) 3335 (14.8)5 / 8 21 / 2 ( 65 ) 1200 (5.3) 2480 (11.0) 2480 (11.0) 2480 (11.0)

(15.9) 33 / 8 ( 85 ) 1760 (7.8) 3025 (13.5) 4000 (17.8) 4000 (17.8)



Tension1

lb (kN)

Shear lb (kN)1


INTO

Solid Base

INTO

Solid Base


41 / 4 12715 9935 5960

(9.5) (108) (56.6) (44.2) (26.5)

5 18275 17665 10600

(12.7) (127) (81.3) (78.6) (47.2)

6 5 / 8 29840 27610 16565(15.9) (168) (132.7) (122.8) (73.7)

8 1 / 4 36660 39760 23855(19.1) (210) (163.1) (176.9) (106.1)

41 / 4 3180 4860 1875(9.5) (108) (14.1) (21.6) (8.3)

5 4570 8635 3335(12.7) (127) (20.3) (38.4) (14.8)

6 5 / 8 7460 13500 5215

(15.9) (168) (33.2) (60.1) (23.2)

8 1 / 4 9165 19440 7510

(19.1) (210) (40.8) (86.5) (33.4)

HIT HY150 Allowable Bond Strength and Steel Strength for HIS Internally Threaded Inserts

AnchorDiameterin. (mm)

EmbedmentDepth

in. (mm)>_ 2000 psi (13.8 MPa)

lb (kN)Tensionlb (kN)

Shearlb (kN)

Bond Strength in Concrete2 Steel Bolt Strength1,2

AnchorDiameter

in. (mm)

EmbedmentDepth

in. (mm)

>_ 2000 psi (13.8 MPa)

lb (kN)

Tension

lb (kN)

Shear

lb (kN)

Bond Strength in Concrete2 Steel Bolt Strength1,2

HIT HY150 Ultimate Bond Strength and Steel Strength for HIS Internally Threaded Inserts

1. Steel values based on AISC values for A325 bolts (fy= 92 Ksi, fu = 120 ksi).

2. Use lower value of either bond or steel strength for tensile load.

1. Loads are based on the lesser of allowable steel strength or concrete capacity

3 / 8

1 / 2

5 / 8

3 / 4

3 / 8

1 / 2

5 / 8

3 / 4

8/10/2019 HIT HY-150.pdf


Anchoring Systems

Anchor Spacing and Edge Distance Guidelines for Grout-Filled Block

Influence of Anchor Spacing and Edge Distance

Anchor in.3 / 8 1 / 2 5 / 8 3 / 4

Size (mm) (9.5) (12.7) (15.8) (19.1)

in. 31 / 2 41 / 4 5 65 / 8

(mm) (90) (110) (125) (170)hnom Anchor Spacing for Shear and Tension:

Hollow Block & Lightweight Block

scr = smin = One (1) anchor per cell, or 8 in. (203mm) minimum

Edge Distance for Shear and Tension:Hollow Block and Lightweight Block

ccr = 12 in. (305mm) minimum from free edge

cmin = 4 in. (102mm) minimum from free edge

s

c

h

V

HIT HY 150 Ultimate Loads for Threaded Rods inGrout-Filled Concrete Masonry Units (ASTM C-90 Block) 1, 2, 3, 4

1. Values are for lightweight, medium weight or normal weight concrete masonry units

conforming to ASTM C90 with 2000 psi grout conforming to ASTM C474.

2. Embedment depth is measured from the outside face of the concrete masonry unit.

3. Values are for anchors located in the grouted cell, head joint, bed joint, “T” joint,

cross web or any combination of the above.

4. Values for edge distances between 4 inches and 12 inches can be calculated by

linear interpolation.

5. Loads are based on the lesser of bond strength, steel strength or base material

strength.

6. Loads are based on the lesser of steel strength or base material strength.

HIT HY 150 Allowable Loads for Threaded Rods inGrout-Filled Concrete Masonry Units (ASTM C-90 Block) 1, 2, 3, 4

hnom = standard embedment depth

INTO

Solid Base

INTO

Solid Base

3 / 8 ( 9.5 ) 31 / 2 ( 88.9 ) 1550 ( 6.9 ) 1090 ( 4.8) 2345 (10.4) 1875 ( 8.3)

1 / 2 (12.7) 41 / 4 ( 108 ) 1785 ( 7.9 ) 1935 ( 8.6)

5 / 8 (15.9) 5 ( 127 ) 2265 (10.1)

3 / 4 (19.1) 65 / 8 (168.3) 3740 (16.6)





Tension5

lb (kN)

Shear lb (kN)6


Distance from Edge

in. (mm)

Distance from Edge

in. (mm)

3 / 8 (9.5) 31 / 2 (88.9) 4800 (21.4) 6200 (27.6) 6200 (27.6) 2880 (12.8) 6210 (27.6) 4970 (22.1)

1 / 2 (12.7) 41 / 4 (108) 7140 (31.8) 7140 (31.8) 7140 (31.8) 5125 (22.8)

5 / 8 (15.9) 5 (127) 9060 (40.3) 9060 (40.3) 9060 (40.3) 8010 (35.6)

3 / 4 (19.1) 65 / 8 (168.3) 14970 (66.6) 14970 (66.6) 14970 (66.6)

Shear lb (kN)6


INTO

Solid Base

Tension lb (kN)5


4 (101.6)_>12 (304.8)

4 (101.6)

_>12 (304.8)

4 (101.6)

_>12 (304.8)

4 (101.6)

_>12 (304.8)

8075 (35.9)

8835 (39.3)

8075 (35.9)

13805 (61.4)

8075 (35.9)

16800 (75.2)

8075 (35.9)

11040 (49.1)

8075 (35.9)

17260 (76.8)

8075 (35.9)

22500 (100.1)

8075 (35.9)

11530 (51.3)


1. Loads are based on concrete or masonry failure. Steel strength must be checked separately.

Allowable Loads for Attachment of Sill Plates to top of grout filled block wall with HIT HY 150

Shear lb (kN)

Anchor Diamenter Embedment Depth Edge Distance Tension Load Parallel Load Perpendicular

in. (mm) in. (mm) in. (mm) lb (kN) to Edge to Edge

1 / 2 (12.7) 41 / 4 (108.0)1 3 / 4 (44.5) 1395 (6.2) 1425 ( 6.3) 560 (2.5)

2 3 / 4 (69.9) 1795 (8.0) 2085 ( 9.3) 1110 (4.9)

5 / 8 (15.9) 5 (127.0)1 3 / 4 (44.5) 1840 (8.2) 1800 ( 8.0) 680 (3.0)

2 3 / 4 (69.9) 1965 (8.7) 3070 (13.7) 1110 (4.9)

Allowable Loads for Attachment of Sill Plates to f 'c = 2000 PSI Normal Weight Concrete with HIT HY 150

Shear lb (kN)

Anchor Diamenter Embedment Depth Edge Distance Tension Load Parallel Load Perpendicular

in. (mm) in. (mm) in. (mm) lb (kN) to Edge to Edge

1 / 2 (12.7) 41 / 4 (108.0)1 3 / 4 (44.5) 1280 (5.3) 1445 ( 6.4) 400 (1.8)

2 3 / 4 (69.9) 1800 (8.1) 2103 ( 9.5) 845 (3.8)

5 / 8 (15.9) 5 (127.0)1 3 / 4 (44.5) 1700 (7.6) 1445 ( 6.4) 400 (1.8)

2 3 / 4 (69.9) 2725 (12.1) 2455 (10.9) 960 (4.3)

4 (101.6)

_>12 (304.8)4 (101.6)

_>12 (304.8)

4 (101.6)

_>12 (304.8)

4 (101.6)

_>12 (304.8)

2020 ( 9.0) 2020 ( 9.0)

4170 (18.5) 3335 (14.8)

2020 ( 9.0) 2020 ( 9.0) 2020 ( 9.0)

3025 (13.5) 5625 (25.0) 5215 (23.2)

2020 ( 9.0) 2020 ( 9.0) 2020 ( 9.0)

4355 (19.4) 5625 (25.0) 5625 (25.0)

8/10/2019 HIT HY-150.pdf


Anchoring Systems

HIT HY150 Ultimate Bond Strength and Steel Strength for Rebar in Concrete

11 / 2 2500 3800(38) (11.1) (16.9)

#331 / 2 6300 33 / 4 51 / 2 8200 23 / 4 41 / 4 6600 9900(89) (28.0) (95.3) (139.7) (36.5) (69.9) (108.0) (29.4) (44.0)

7 12600 16500(178) (56.0) (73.4)

2 4200 6000(51) (18.7) (26.7)

#44 9000 51 / 2 8 11800 41 / 4 61 / 4 12000 18000

(102) (40.0) (139.7) (203.2) (52.5) (108.0) (158.8) (53.4) (80.1)8 18000 23600

(203) (80.1) (105.0)

21 / 2 5600 6900(64) (24.9) (30.7)

#55 13500 7 101 / 4 17700 51 / 4 8 18600 27900

(127) (60.1) (177.8) (260.4) (78.7) (133.4) (203.2) (82.7) (124.1)10 27000 35300

(254) (120.1) (157.0)

31 / 2 10200 12800(90) (45.4) (56.9)

#67 22100 81 / 2 123 / 4 28900 61 / 2 93 / 4 26400 39600

(178) (98.3) (215.9) (323.9) (128.6) (165.1) (247.7) (117.4) (176.2)14 44200 57700

(356) (196.6) (256.7)

33 / 4 10700 15800(95) (47.6) (70.3)

#7

71 / 2 27100 10 15 35300 73 / 4 111 / 2 36000 54000

(190) (120.6) (254.0) (381) (157.0) (196.9) (292.1) (160.1) (240.2)15 54200 70700

(380) (241.1) (314.5)

4 14100 18100(102) (62.7) (80.5)

#88 32500 113 / 4 171 / 2 42400 9 131 / 2 47450 71100

(204) (144.6) (298.5) (444.5) (188.6) (228.6) (342.9) (211.1) (316.3)16 65000 84800

(408) (289.1) (377.2)

5 16700 21800(127) (74.3) (97.0)

#910 47400 123 / 4 19 61800 10 153 / 4 60000 90000

(254) (210.9) (323.9) (482.6) (274.9) (254.0) (400.1) (266.9) (400.4)18 85300 111300

(457) (379.4) (495.1)6 23300 32400

(152) (103.6) (144.1)

#1012 59600 151 / 2 23 77700 12 173 / 4 76200 114300

(304) (265.1) (393.7) (584.2) (345.6) (304.8) (450.9) (339.0) (508.5)20 99300 129600

(508) (441.7) (576.5)

7 32000 41300(178) (142.3) (183.7)

#1114 75800 171 / 4 26 99000 131 / 2 20 93600 140400

(356) (337.2) (438.2) (660.4) (440.4) (342.9) (508.0) (416.4) (624.6)20 108400 141400

(508) (482.2) (629.0)

NominalRebarSize

Embed.Depth

in. (mm)

Grade 60 RebarConcrete Compressive Strength

UltimateBond

Strength

lb (kN)

Embed. toDevelop Yield

Strength1

in. (mm)

Embed. toDevelop Tensile

Strength1

in. (mm)

2000 PSI (13.8 N/mm2) 4000 PSI (27.6 N/mm2)

UltimateBond

Strength

lb (kN)

Embed. toDevelop Yield

Strength1

in. (mm)

Embed. toDevelop Tensile

Strength1

in. (mm)

YieldStrengthlb (kN)

TensileStrengthlb (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 your Hilti Field Engineer.

8/10/2019 HIT HY-150.pdf

http://slidepdf.com/reader/full/hit-hy-150pdf 9/16

.60

.66

.77 .67 .60

.89 .76 .681.0 .86 .76 .62

.95 .84 .68 .641.0 .92 .74 .68 .64

1.0 .80 .73 .68.86 .79 .73.92 .84 .78 .60

.98 .89 .83 .631.0 .95 .88 .67

1.0 .93 .70.98 .731.0 .80

.87

.931.0

71Hilti Product Technical Guide 10/99

Anchoring Systems

Anchor Spacing Adjustment Factors Edge Distance Adjustment Factors

00 .2 1.0.8.6.4

scr

smin

shef

Anchor Spacing Adjustment Factor(fA)

Shear (I to Edge)& Tension

Shear(II to Edge)

1.5

1.0

0.5

1.5

1.0

00 .2 1.0.8.6.4

ccr

cmin

chef

0.5

Tension

Shear(II to Edge)

Shear (I to Edge)

Edge Distance Adjustment Factor(fRV, fRN)

s = Actual spacingsmin = 0.5 hef

scr = 1.5 hef

hef = Actual embedment

c = Actual edge distancecmin = 0.5 hef

ccr = 1.5 hef for I ; 1.0 hef for II

hef = Actual embedment


Load Adjustment Factors (Edge Distance) fR1

EdgeDistance

cin. (mm)

Shear (I to Edge)Tension fRN

cmin = 0.5 hef, ccr = 1.5 hef

fRN = 0.40hef+ 0.40

for ccr > c > cmin


fRV II = 0.80hef+ 0.20

for ccr > c > cmin

13 / 4 (44) .60 .252 (51) .63 .3021 / 2 (64) .69 .64 .60 .41 .32 .253 (76) .74 .68 .64 .52 .40 .3331 / 2 (89) .80 .73 .68 .61 .63 .49 .40 .274 (102) .86 .78 .72 .64 .61 .73 .58 .48 .33 .2841 / 2 (114) .91 .82 .76 .67 .64 .62 .84 .67 .55 .38 .33 .285 (127) .97 .87 .80 .70 .70 .64 .95 .76 .63 .44 .38 .3351 / 2 (140) 1.0 .92 .84 .73 .69 .67 1.0 .85 .70 .50 .43 .386 (152) .96 .88 .76 .72 .69 .60 .93 .78 .55 .48 .42 .25

63 / 8 (162) 1.0 .92 .79 .75 .72 .62 1.0 .85 .61 .53 .47 .287 (178) .96 .82 .77 .74 .63 .93 .67 .58 .51 .3171 / 2 (191) 1.0 .85 .80 .76 .65 1.0 .72 .63 .56 .348 (203) .88 .83 .79 .67 .78 .68 .60 .389 (229) .94 .88 .84 .70 .89 .78 .69 .4410 (254) 1.0 .93 .88 .73 1.0 .88 .78 .5011 (279) 1.0 .93 .77 .98 .88 .5612 (305) .98 .80 1.0 .97 .6313 (330) 1.0 .83 1.0 .6915 (381) .90 .8118 (457) 1.0 1.0

1. For hef = hnom use adjustment factors from table. For hef≠ hnom use formula to calculate adjustment factors.

Anchor Diameter (inches)

3 / 8 1 / 2 5 / 8 3 / 4 7 / 8 1 11 / 4


3 / 8 1 / 2 5 / 8 3 / 4 7 / 8 1 11 / 43 / 8 1 / 2 5 / 8 3 / 4 7 / 8 1 11 / 4

Shear (II to Edge)Shear fRV


fRV I = 0.75hef- 0.125

for ccr > c > cmin


1. For hef = hnom (see table at top of page) use table for

reduction factors. For hef ≠ hnom use formula to

calculate reduction factors.

hnom = standard embedment depth

Anchor Spacing and Edge Distance Guidelines in Concrete (see Anchoring Technology Section 4.1.3)

Influence of Anchor Spacing and Edge Distance fA, fR

Anchor in. 3 / 8 1 / 2 5 / 8 3 / 4 7 / 8 1 11 / 4Size (mm) (9.5) (12.7) (15.8) (19.1) (22.2) (25.4) (31.8)

in. 31

/ 2 41

/ 4 5 65

/ 8 71

/ 2 81

/ 4 12(mm) (90) (110) (125) (170) (191) (210) (305)

N

s

c

h

V

hnom

c c c

Load Adjustment Factors (Anchor Spacing) fA1

EdgeDistance

s

in. (mm)

Anchor Diameter

3

/ 81

/ 25

/ 83

/ 47

/ 8 1 11

/ 4

Tension/Shear

13 / 4 (44) .7021 / 8 (54) .72 .7021 / 2 (64) .73 .73 .703 (76) .81 .76 .7333 / 8 (86) .84 .79 .75 .70 .704 (102) .89 .83 .79 .73 .7341 / 8 (105) .90 .84 .80 .74 .74 .705 (127) .98 .90 .85 .78 .78 .7351 / 4 (133) 1.0 .92 .87 .79 .79 .746 (152) .97 .91 .82 . 82 .77 .7063 / 8 (162) 1.0 .93 .84 .84 .78 .717 (178) .97 .87 .87 .80 .7371 / 2 (191) 1.0 .89 .89 .82 .748 (203) .91 .91 .84 .759 (229) .96 .96 .88 .7810 (254) 1.0 1.0 .91 .8011 (279) .95 .8312 (305) .99 .85123 / 8 (314) 1.0 .8618 (457) 1.0

smin = 0.5 hef, scr = 1.5 hef

fA= 0.30 hef+ 0.55 scr > s > smin for Tension or Shear Toward Edge

fA = 1.0 for Shear Parallel or Away From Edge

S

8/10/2019 HIT HY-150.pdf


Anchoring Systems

Resistance of HIT HY150 to Chemicals

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

10090

80

70

60

50

40

30

20

10

023°F 70°F 100°F 140°F 180°F 220°F

A l l o w a b l e B o n d S t r e n g t h

( % o

f V a l u e a t 7 0 ˚

F )

NOTE: Test procedure involves the concrete being held at the elevatedtemperature for 24 hours them removing it from the controlled environment and testing to failure.

Long-term creep test at 176°F is also available; contact Hilti Technical Services.

Base Material Temperature (°F)

A l l o w a b l e B o n d S t r e n g t h

( % o

f v a l u e a t 7 0 F ° )

Cure Time Table1

Base Material Temperature Approx.°F °C CuringTime

23 -5 6 hours

32 0 3 hours

41 5 1.5 hours

68 20 50 minutes

86 30 40 minutes

104 40 30 minutes

Gel Time Table 1

Base Material Temperature Approx.°F °C Gel Time

23 -5 25 minutes

32 0 18 minutes

41 5 13 minutes

68 20 5 minutes

86 30 4 minutes

104 40 2 minutes

Influence of High Energy Radiation

Radiation Detrimental Recommendation

Exposure Effect for Use

< 10 Mrad Insignificant Full Use

10 – 100 Mrad Moderate Restricted UseFrec. = 0.5 Fperm.

> 100 Mrad Medium to strong No recommendation

for use

Key: – non-resistant + resistant • partially resistant

1. Minimum product temperature must be maintainedabove 41°F (5°C) prior/during installation.

Samples of the HY150 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.”

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 HY150 to be used where it would be

exposed to the “Partially Resistant” chemical compounds.


Influence of Temperature on Bond Strength

8/10/2019 HIT HY-150.pdf


Anchoring Systems

1

23

4.2.2.4 INSTALLATION INSTRUCTIONS

1. Drill anchor hole. 2. Clean hole with wire brush.Proper hole cleaning isessential.

3. Insert air nozzle to bottomof hole and blow out holeusing a pump, or com-pressed air.

4. Put refill pack into holder.Remove cap coveringthreaded projection.

5. Screw on static mixer. 6. Put holder into dispenserand DISCARD FIRST TWO

TRIGGER PULLS OF ADHESIVE

FROM EACH REFILLPACK.

7. Inject adhesive into hole starting atthe bottom until 1/2 to 2/3 full. Usemixer filler tube extensions whenneeded to reach the hole bottom.

8. Unlock dispenser.

9. Insert rod, threaded insertor rebar. Twist duringinstallation.

10. Fastener may beadjusted during specifiedgel time.

11. Do not disturb anchorbetween specified gel

time and cure time.

12. Apply specified torque asrequired to secure itemsto be fastened. Do notexceed maximum torquespecified.

ROD INSERT REBAR

9

0

11

Tinst

12

9

10

11

2

Tinst

9

10

11

12


8/10/2019 HIT HY-150.pdf


Anchoring Systems

Threaded Rod Installation

Rod Drill Bit Adhesive VolumeDiameter Diameter Required per Inch

(in.) (in.) of embedment (in3)

1 / 4 5 / 16 0.0553 / 8 7 / 16 0.0951 / 2 9 / 16 0.1335 / 8 11 / 16 0.1843 / 4 13 / 16 0.2327 / 8 24mm 0.272

1 11 / 16 0.366

11 / 4 11 / 2 0.918

Rod Drill Bit * Adhesive VolumeDiameter Diameter Required per Inch

(in.) (in.) of embedment (in3)

#3 or 3 / 8 7 / 16 0.062

#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 11 / 8 0.299

#9 or 11 / 8 13 / 8 0.601

#10 or 11 / 4 11 / 2 0.659

#11 or 13 / 8 19 / 16 0.547

Rebar Installation

HIT HY 150 Volume Charts

NOTE: Useable volume of HIT HY 150 refill pack is 16.5 in.3 (270ml).

Useable volume of HIT HY 150 large cartridges is 61.0 in.3 (1000ml).

* Rebar diameter may vary. Use smallest drill bit which will accomodate rebar.

EXAMPLE: Determine approximate fastenings for 5 / 8" rod embedded 10" deep.10 x 0.184 = 1.84 in3 of adhesive per anchor16.5 ÷ 1.84 ≈ 9 fastenings per small cartridge61.0 ÷ 1.84 ≈ 33 fastenings per large cartridge

HIT HY 150 Injection Adhesive Anchor

4.2.2.5 ORDERING INFORMATION

MD2000 Dispenser

BD2000 Battery Dispenser

Refill Pack Holder

HIT Adhesives

Item No. Description Contents Incudes in Pkg. Application

00246650 HY150 (11.1 oz) 1 Refill Pack 1 Mixer w/ filler tube Use in solid base material00256480 HY150 Large (37 oz) 1 Cartridge 1 Mixer Use in solid base material

HIT Dispensers

Item No. Description

00255032 HIT P-3000HY Pneumatic Dispenser, + 1 refill holder

00256083 HIT P-5000HY Pneumatic Dispenser, large cartridge

00256084 HIT P-5000HY Conversion Kit (converts P-5000 & P-5000 HSE)

00255034 HIT P-3000HY Conversion Kit (converts P-3000)

00229154 MD2000 Dispenser + 1 refill holder

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

00335288 BD2000 Battery Dispenser Kit Complete

P-3000HY Pneumatic Dispenser

P-5000HY Pneumatic Dispenser

HIT-M Mixer (Small)

HIT-HY Mixer (Large)

HY150 Large Cartridge

HY150 Refill Pack

4.2.2

8/10/2019 HIT HY-150.pdf


Anchoring Systems

HIT System Accessories

Mixers and Filler Tubes

HIT Filler Tube

Wire Brush Air Nozzle

Item No. Description Qty/Pkg Notes

00068156 HIT-M, Mixer only 1 For use with small HIT cartridges

00256082 HIT-HY Mixer, Large 1 For use with large HIT cartridge

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 Quantity per Pkg

00063964 Air Nozzle (Length 24") 1

00255781 Wire Brush 3/8" (for 7/16" to 1/2" holes, for HY150) 1



00255783 Wire Brush 3/4" (for 13/16" to 15/16" holes, for HY150) 100255784 Wire Brush 1" (for 1" to 1-1/8" holes, for HY150) 1

00003206 Flat Wire Brush (for > 1-1/8" holes, for HY150) 1

Wire brushes are required for all applications using HY150 Adhesive.

HIT-HY Mixer (Large) HIT-M Mixer (Small)


8/10/2019 HIT HY-150.pdf


Anchoring Systems

Standard HIT Threaded Rods

HAS, HAS Super, HAS Stainless Steel Rods, HIS and HIS-R Stainless Steel Inserts3

HAS Rod 3 HAS Super 3 HAS 304 SS2,3 Quantity HIS Insert HIS-R Insert Quantity

Description Item No. Item No. Item No. Per Box Description Item No. Item No. Per Box

3 / 8" x 51 / 8" 00068666 00068657 00068675 10 3 / 8" x 41 / 4" 00258020 00258029 101 / 2" x 61 / 2" 00068667 00068658 00068676 10 1 / 2" x 5" 00258021 00258030 55 / 8" x 75 / 8" 00333780 00333783 00333782 10 5 / 8" x 65 / 8" 00258022 00258031 53 / 4" x 95 / 8" 00068669 00068660 00068678 5 3 / 4" x 81 / 4" 00258023 00258032 57 / 8" x 10"1 000686701 000686611 968020064 5

1" x 12" 00068671 00068662 968020074 5

11 / 4" x 16" 00333778 00333779 4

1. Hot Dipped Galvanized2. 316 Stainless Steel HAS Rods are also available.3. More HAS rod lengths are available, refer ro HILTI Product Catalog or call a Customer Service Representative at 800-879-8000.4. Available by the individual piece.

Description

HITRod 3 / 8" x 12"HITRod 1 / 2" x 8"HITRod 1 / 2" x 12"HITRod 5 / 8" x 8"HITRod 5 / 8" x 12"HITRod 5 / 8" x 17"HITRod 5 / 8" x 19"HITRod 5 / 8" x 21"HITRod 5 / 8" x 25"HITRod 5 / 8" x 29"HITRod 3 / 4" x 10"HITRod 3 / 4" x 12"HITRod 3 / 4" x 14"HITRod 3 / 4" x 17"HITRod 3 / 4" x 19"

HITRod 3 / 4" x 21"HITRod 3 / 4" x 25"

Carbon Steel

w/ nut & washer

000459110004591200045913000459140004591500020939000209400002094100020942000209430002094400020945000209460002094700020948

0002094900020950

Qty per

Package

101010101010101010101010101010

1010

Item Number


Description

HIT-I Insert 5 / 16 x 33 / 16

HIT-I Insert 3 / 8 x 33 / 16

HIT-I Insert

1

/ 2 x 3

3

/ 16

HIT-I Insert 5 / 16 x 2



HIT-I Standard and Short InsertsItem No.

00088996

00088997

0008899800088397

00088398

00088399

Qty/Box

10

10

1010

10

10

Rod/Insert

HIT-I StandardInternally

Threaded Insert

HIT-I ShortInternally

Threaded Insert

1. 7/8" x 11"

HAS-E Standard HAS-E Super HAS-E SSISO 898 Class 5.8 ISO 898 Class 8.8 AISI 304 SS Quantity

Description Item No. Item No. Item No. per Box

3/8" x 5 1/8" 00333183 00333216 00333169 20

1/2" x 6 1/2" 00333190 00333217 00333171 205/8" x 8" 00333194 00333218 00333175 10

3/4" x 9 5/8" 00333201 00333219 00333177 107/8" x 10" 00333208 003331761 00333181 51" x 12" 00333210 00333220 00333182 2

1 1/4" x 16" 00333214 00333224 – 2

HAS-E Standard, HAS-E Super, HAS-E Stainless Steel Rods

8/10/2019 HIT HY-150.pdf


®

MSDS No.: 255Revision No.: 004Date: 02/06/98Page: 1 of 2

HILTI ® is a registered trademark of Hilti Corp.

MATERIAL SAFETY DATA SHEET

HILTI, INC.: P.O. Box 21148, Tulsa, OK 74121; Ph: 1 800 879 6000; Emergency No.: 1 800 879 4444

PRODUCT NAME: HIT HY 150

DESCRIPTION: Methacrylate resin and hardener. Part A is in the large tube; Part B is in the small one.

INGREDIENTS AND EXPOSURE LIMITS

Ingredients: CAS Number: TLV: (mg/m3) PEL: (mg/m3) STEL:

Part A: Resin 19136100-5001p (NJ TSRN) NE NE NE

Bonding agent 19136100-5003p (NJ TSRN) NE NE NE

Quartz sand 14808-60-7 0.1 (R) 0.1 (R) NE

Synthetic amorphous silica 67762-90-7 10 6 NE

Part B: Quartz sand 14808-60-7 0.1 (R) 0.1 (R) NE

Water 07732-18-5 NE NE NE

Dibenzoyl peroxide 00094-36-0 5 5 NE

Dipropylene glycol 25265-71-8 NE NE NE

Amorphous silica 07631-86-9 10 6 NE

Polyethylene 09002-88-4 NE NE NE

NJ TSRN indicates New Jersey Trade Secret Registry Number. (R) indicates “as respirable dust”. PEL = OSHAPermissible Exposure Limit. TLV = ACGIH Threshold Limit Value. These are 8-hour time-weighted averages. STEL = Short Term Exposure Limit (15 minute time-weighted average). NE = None Established.

PHYSICAL DATA

Appearance: Gray paste Odor: Ester-like odor

Vapor Density: (air = 1) Not determined Vapor Pressure: Not applicable

Boiling Point: Approx. 212° F VOC Content: 0 g/l

Evaporation Rate: Not applicable Solubility in Water: Part A is insoluble

Specific Gravity: 1.7 pH: 5 (Part B)

FIRE AND EXPLOSION HAZARD DATA

Flash Point: > 200° F Flammable Limits: Not applicable

Extinguishing Media: CO2, Dry Chemical, Foam, Water

Special Fire FightingProcedures:

A self-contained breathing apparatus should be worn when fighting fires involvingchemicals.

Unusual Fire andExplosion Hazards:

None known. Thermal decomposition products can be formed.

REACTIVITY DATA

Stability: Stable. Hazardous Polymerization: Will not occur.

Incompatibility: Strong acids and oxidizing agents.

Decomposition Products: Thermal decomposition can yield CO, CO2, NOx, water.

Conditions to Avoid: Avoid temperature extremes which could shorten the shelf-life of this product; i.e.below freezing and above 100° F. (See handling and storage requirements).

HEALTH HAZARD DATA

Known Hazards: Eye and skin irritation. Possible sensitizer.

Signs and Symptoms ofExposure:

Eyes: can cause irritation. Skin: Prolonged and repeated contact can causeirritation. An allergic skin reaction (e.g. rash, itching, reddening) can occur with someindividuals. Inhalation: Possible irritation. Ingestion: None expected. Effects havenot been determined. Not considered to be a route of exposure.

Routes of Exposure: Contact. Inhalation.

8/10/2019 HIT HY-150.pdf


Medical ConditionsAggravated by Exposure:

Eye, skin, and respiratory expected.

Carcinogenicity: IARC classifies crystalline silica (quartz sand) as a Gp I carcinogen based uponevidence among workers in industries where there has been long-term and chronicexposure (via inhalation) to silica dust; e.g. mining, quarry, stone crushing, refractorybrick and pottery workers. This product does not pose a dust hazard; therefore, thisclassification is not relevant.

EMERGENCY AND FIRST AID PROCEDURES

Eyes: Flush with plenty of water. Call a physician if symptoms occur.Skin: Wash with soap and water.

Inhalation: Move victim to fresh air. Call a physician if symptoms persist.

Ingestion: Seek medical attention. Do not induce vomiting unless directed to by a physician.Never give anything by mouth to an unconscious person.

Other: Referral to a physician is recommended if there is any question about the seriousnessof the injury/exposure

CONTROL MEASURES AND PERSONAL PROTECTIVE EQUIPMENT

Ventilation: General (natural or mechanically induced fresh air movements).

Eye Protection: Not required, however, safety glasses should be worn in most industrial settings.

Skin Protection: Cloth gloves are suitable; impermeable (neoprene or rubber) gloves recommended.Respiratory Protection: None normally required. Where ventilation is inadequate to control vapors, use a

NIOSH-approved respirator with organic vapor cartridges. Never enter a confined spacewithout an appropriate air supplied respirator. If dusts are generated during demolitionor removal, wear an appropriate dust mask or respirator.

PRECAUTIONS FOR SAFE HANDLING AND USE

Handling and StoringPrecautions:

For industrial use only. Keep away from children. Store in a cool dry area. Storebetween 40° and 80° F. Use with adequate ventilation. Avoid prolonged or repeatedcontact. Practice good hygiene; i.e. wash after using and before eating or smoking.

Spill Procedures: Take up with an absorbent material and place in a container for proper disposal.

REGULATORY INFORMATION

Hazard Communication: This MSDS has been prepared in accordance with the federal OSHA HazardCommunication Standard. 29 CFR 1910.1200.

HMIS Codes: Health 1, Flammability 1, Reactivity 1, PPE B

DOT Shipping Name: Not regulated.

TSCA Inventory Status: Chemical components listed on TSCA inventory.

SARA Title III, Section 313: This product contains 5 - 10% Benzoyl peroxide (CAS #94-36-0) which is subject toreporting under Section 313 of SARA Title III (40 CFR Part 372).

EPA Waste Code(s): Not regulated by EPA as a hazardous waste

Waste Disposal Methods: Consult with regulatory agencies or your corporate personnel for disposal methods thatcomply with local, state, and federal safety, health and environmental regulations.

CONTACTS

Customer Service: 1 800 879 8000

Technical Service: 1 800 879 8000

Emergency: 1 800 879 4444

Health / Safety: 1 800 879 6000 Steve Gerrard (x6309) Jerry Metcalf (x6704)

The information and recommendations contained herein are based upon data believed to be correct; however, noguarantee or warranty of any kind expressed or implied is made with respect to the information provided.

hit hy-150.pdf

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