Hilti HVU.pdf

4.2.1HVA Adhesive AnchorAnchoring Systems

63US: 1-800-879-8000 / www.us.hilti.com Hilti Product Technical Guide 2002 Canada: 1-800-363-4458 / www.ca.hilti.com

Listings/Approvals International Conference of Building Officials (ICBO ES): Evaluation Report No. 5369 Southern Building Code Congress International (SBCCI): 9930 City of Los Angeles (COLA): Research Report #25363 NSF/ANSI Std 61 certification for use in potable water

4.2.1.1 Product DescriptionThe Hilti HVA system is a heavy duty, two component adhesive anchor consisting of a self-contained adhesive capsule and either a threaded rod with nut and washer or an internally threaded insert.

Product Features High loading capacity Small edge distance and anchor spacing allowance Excellent dynamic load resistance Wide range of installation temperatures Excellent performance in holes cored using Hilti DD-B or DD-C diamond

core bits Excellent elevated temperature performance Excellent performance in freezing and thawing conditions Seismic qualified per ICBO ES AC58

Master format Section: 03250 (Concrete accessories)Related Sections: 03200 (Concrete ReinforcingReinforcing Accessories)

05050 (Metal Fabrication)05120 (Structural Steel)

Adhesive anchors shall consist of an all-thread anchor rod, nut, washer andadhesive capsule. Alternatively, adhesive anchors shall consist of a steelinsert and an adhesive capsule.

Anchor RodShall be provided with 45 degree chisel or cut point to provideproper mixing of the adhesive components. Anchor rod shall be manufacturedto meet the following requirements: 1. ASTM A36 (standard carbon steelanchor) 2. ISO 898 Class 5.8 3. ASTM A193 Grade B7 (Type 2) 4. AISI 304or AISI 316 stainless steel meeting the mechanical requirements of ASTM F-593 (Condition CW). 5. Rebar with chisel or cut point.

Special length HAS Rod materials may vary from standard product, but meetor exceed the min. fu mechanical properties of HAS Rods.

Nuts and WashersShall be furnished to meet the requirements of theabove anchor rod specifications.

Adhesive CapsuleShall consist of a dual chamber foil capsule. The resinmaterial shall be vinyl urethane methacrylate.

Steel InsertThe internally threaded insert shall have a 45 degree (fromcentral axis) chisel pointed end. The insert shall be carbon steel or stainlesssteel material which meets minimum ultimate tensile strengths of 71 and 74ksi, respectively.

The adhesive anchoring system shall be the Hilti HVA anchoring system,consisting of the Hilti HVU adhesive capsule and the Hilti HAS anchor rod orHIS internally threaded insert.

InstallationAdhesive anchors to be installed in holes drilled using the specified diameter of Hilti carbide tipped drill bit or matched tolerance Hilti DD-B or DD-C diamond core bit. Anchors shall be installed in strict accordance to section 4.2.1.4. Do not disturb until cure time has elapsed.

4.2.1.2 Material SpecificationsStandard HAS-E rod material meets the requirements of ISO 898 Class 5.8 58 (400) 72.5 (500)Standard HAS rod material meets the requirements of ASTM A36 (US only) 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 rod material meets the requirements of ASTM F593 (AISI 304) Condition CW 3/8" - 5/8" 65 (448) 100 (689)Stainless HAS rod material meets the requirements of ASTM F593 (AISI 304) Condition CW 3/4" -1 1/4" 45 (310) 85 (586) 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 AHAS Super & HAS-E Standard Nut material meets the requirements of ASTM A563, Grade DHHAS Stainless Steel Nut material meets the requirements of ASTM F594HAS Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18.22.1 Type A PlainHAS Super & HAS-E Standard Washers meet the requirements of ASTM F436All HAS standard & HAS Super Rods (except 7/8") & HAS-E Standard HIS inserts, nuts & washers are zinc plated to ASTM B633 SC 17/8" HAS Standard & HAS Super rods hot-dip galvanized in accordance with ASTM A153HVU AdhesiveVinyl Urethane Methacrylate Resin with a Dibenzoyl Peroxide hardener

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

Mechanical Properties

fy min. fuksi (MPa) ksi (MPa)

HAS-E Anchor Rod Assembly with nut and washer

HIS Internally Threaded Insert

Rebar (Not supplied by Hilti)

Guide Specifications

HVU Adhesive Capsule

4.2.1Anchoring Systems

HVA Adhesive Anchor

64 US: 1-800-879-8000 / www.us.hilti.com Hilti Product Technical Guide 2002 Canada: 1-800-363-4458 / www.ca.hilti.com

4.2.1.3 Technical Data

HAS Rod Size in. 3/8 1/2 5/8 3/4 7/8 1 11/4Details (mm) (9.5) (12.7) (15.9) (19.1) (22.2) (25.4) (31.8)

dbit: nominal bit diameter.1, 2 in. 7/16 9/16 11/16 7/8 1 11/8 (37 mm)

hef = hnom : std. depth of in. 31/2 41/4 5 65/8 65/8 81/4 12embed.3 = capsule length (mm) (90) (110) (125) (170) (170) (210) (305)

t: max. thickness fastened4 in. 1 11/2 13/4 2 21/4 21/2 23/4(mm) (25.4) (38.1) (44.5) (50.8) (57.2) (63.5) (69.9)

tmax: Max. All Hilti ft-lb 18 30 75 150 175 235 400tightening torque Rods (Nm) (24) (41) (102 (203) (237) (319) (540)

in. 51/2 61/4 7 81/2 81/2 101/2 15(mm) (140) (160) (180) (220) (220) (270) (380)

in. 1.0 hef+ 1.0 hef+ 1.0 hef+ 1.0 hef+ 1.0 hef+ 1.0 hef+ 1.0 hef+

(mm) 2 2 2 2 2 21/4 3

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

Recommended Hilti Rotary Hammer

Drill

HAS Rod Specification Table

1. Use matched tolerance carbide tipped bits or Hilti matched tolerance DD-B or DD-C diamond core bit.2. For Hilti matched tolerance carbide tipped drill bits, see section 7.4.13. Data available for varying embedments; see Load Tables.4. When using standard length rods at standard embedment (hnom)5. Minimum base material thickness given to avoid backside blowout from drilling. Ability of base material to withstand

loads applied (e.g. bending of concrete slab) should be determined by design engineer.

TE-18M, 25, 55, 76 TE-55, 76 TE-76TE-5, 15,18M, 25

hef = hnom

hef hnom

h: minimum base material thickness5

dbit

hef

Tmax

h

t



Rebar Size: #3 #4 #5 #6 #7 #8

dbit: bit diameter1, 2 1/2 5/8 13/16 1 11/8 11/4

hnom: std. depth of embed. in. 31/2 41/4 5 65/8 65/8 81/4= capsule length (mm) (90) (110) (125) (170) (170) (210)

1. Rebar diameters may vary; the witnessed test was performed using the above mentioned drill bit diameters.Rebar must have a minimum length 4" greater than embedment to accommodate the setting equipment.

2. For Hilti matched tolerance carbide tipped drill bits, see section 7.4.1.

Rebar Specification Table

Rebar Size: 10M 15M 20M 25M

dbit: bit diameter1 9/16" 13/16" 1" 32 mm

hnom: std. depth of embed. mm 90 125 170 210= capsule length (in.) (3 1/2) (5) (6 5/8) (8 1/4)

Metric Rebar Specification Table (Canada Only)

4.2.1.3 Technical Data

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

HVU capsule required 1/2 x 41/4 5/8 x 5 7/8 x 65/8 1 x 81/4

dbit: bit diameter1 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 2length (mm) (25) (30) (40) (50)

Tmax: Max. tightening ft lb 18 30 75 150torque (Nm) (24) (41) (102) (203)

h: min. base material in. 63/8 71/2 10 123/8thickness (mm) (162) (191) (254) (314)

Recommended Hilti TE 5, 15, 18M TE 18M, 25 TE 55, 76Rotary Hammer Drill 25 55, 76

hef

h

dbit Tmax

HIS Insert Specification Table



Combined Shear and Tension Loading

( Nd )5/3

+ ( Vd )5/3

1.0 (Ref. Section 4.1.2.7)Nrec Vrec


HVA Adhesive Anchor


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. Average ultimate concrete shear capacity based on Concrete Capacity Design (CCD) method.

HVA Allowable and Ultimate Bond/Concrete Capacity for HAS Rods in Normal Weight Concrete1, 2

3 1/2 1-3/8 x 3 1/2 2085 2595 2230 3155 8345 10380 6695 9465(89) (9.3) (11.5) (9.9) (14.0) (37.1) (46.2) (29.8) (42.1)

3/8 5 1/4 2-3/8 x 3 1/2 2325 4185 4445 6285 9295 16730 13340 18860(9.5) (133) (10.3) (18.6) (19.8) (28.0) (41.3) (74.4) (59.3) (83.9)

7 2-3/8 x 3 1/2 4405 4895 7250 10255 17630 19590 21750 30760(178) (19.6) (21.8) (32.3) (45.6) (78.4) (87.1) (96.8) (136.8)4 1/4 1-1/2 x 4 1/4 3250 4735 3385 4785 12990 18940 10150 14355(108) (14.5) (21.1) (15.1) (21.3) (57.8) (84.3) (45.2) (63.9)

1/2 6 3/8 1-1/2 x 4 1/4 & 4890 5455 6740 9535 19565 21815 20225 28605(12.7) (162) 1-3/8 x 3 1/2 (21.8) (24.3) (30.0) (42.4) (87.0) (97.0) (90.0) (127.2)

8 1/2 2-1/2 x 4 1/4 6700 7545 11000 15550 26810 30190 32985 46645(216) (29.8) (33.6) (48.9) (69.2) (119.3) (134.3) (146.7) (207.5)

5 1-5/8 x 5 3970 5245 4770 6745 15890 20970 14310 20235(127) (17.7) (23.3) (21.2) (30.0) (70.7) (93.3) (63.7) (90.0)

5/8 7 1/2 1-5/8 x 5 & 5770 10465 9505 13440 23080 41865 28510 40315(15.9) (184) 1-1/2 x 4 1/4 (25.7) (46.6) (42.3) (59.8) (102.7) (186.2) (126.8) (179.3)

10 2-5/8 x 5 11700 12835 15495 21915 46795 51340 46490 65745(254) (52.0) (57.1) (68.9) (97.5) (208.2) (228.4) (206.8) (292.5)6 5/8 1-3/4 x 6 5/8 6080 8615 8130 11500 24330 34470 24385 34485(168) (27.0) (38.3) (36.2) (51.1) (108.2) (153.3) (108.5) (153.4)

3/4 10 1-3/4 x 6 5/8 & 9110 14835 16370 23150 36445 59350 49105 69445(19.1) (254) 1-1/2 x 4 1/4 (40.5) (66.0) (72.8) (103.0) (162.1) (264.0) (218.4) (308.9)

13 1/4 2-3/4 x 6 5/8 15220 15310 26410 37350 60875 61230 79230 112045(337) (67.7) (68.1) (117.5) (166.1) (270.8) (272.4) (352.4) (498.4)6 5/8 1-7/8 x 6 5/8 7145 9130 8515 12040 28580 36525 25540 36120(168) (31.8) (40.6) (37.9) (53.6) (127.1) (162.5) (113.6) (160.7)

7/8 10 2-3/4 x 6 5/8 10475 18970 17145 24245 41905 75870 51430 72730(22.2) (254) (46.6) (84.4) (76.3) (107.8) (186.4) (337.5) (228.8) (323.5)

13 1/4 2-7/8 x 6 5/8 16475 23055 27660 39115 65895 92220 82980 117350(337) (73.3) (102.6) (123.0) (174.0) (293.1) (410.2) (369.1) (522.0)8 1/4 1-1 x 8 1/4 8640 13425 12865 18200 34560 53695 38600 54585(210) (38.4) (59.7) (57.2) (80.9) (153.7) (238.8) (171.7) (242.8)

1 12 3/8 2-7/8 x 6 5/8 14665 23450 25635 36250 58665 93800 76900 108750(25.4) (314) (65.2) (104.3) (114.0) (161.3) (261.0) (417.2) (342.1) (483.8)

16 1/2 2-1 x 8 1/4 26645 30805 41800 59115 106580 123220 125400 177350(419) (118.5) (137.0) (186.0) (263.0) (474.1) (548.1) (557.9) (788.9)12 1-1 1/4 x 12 19175 23920 26010 36785 76740 95680 78035 110355

(305) (85.3) (106.4) (115.7) (163.6) (341.4) (425.6) (347.1) (490.9)1 1/4 15 1-1 1/4 x 12 & 24750 26855 38010 53755 99000 107420 114030 161265(31.8) (381) 1-1 x 8 1/4 (110.1) (119.5) (169.1) (239.1) (440.4) (477.8) (507.3) (717.4)

18 1-1 1/4 x 12 & 29535 37920 51820 73285 118140 151680 155465 219860(457) 2-1 x 8 1/4 (131.4) (168.7) (230.5) (326.0) (525.5) (674.7) (691.6) (978.0)

HVU Allowable Bond/Concrete Capacity HVU Ultimate Bond/Concrete Capacity

AdhesiveCapsule(s)Required

Tensile Shear Tensile Shear

AnchorDiameter

in. (mm)

fc = 2000 psi(13.8 MPa)

lb (kN)

fc = 2000 psi(13.8 MPa)

lb (kN)

fc = 2000 psi(13.8 MPa)

lb (kN)

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)

EmbedmentDepth

in. (mm)



Ultimate Steel Strength for Carbon Steel HAS Rods1

Allowable Steel Strength for Carbon 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

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 8135 10350 6210(9.5) (12.4) (21.4) (12.8) (20.0) (26.7) (16.0) (36.2) (43.4) (27.6)1/2 5110 8540 5125 8230 10675 6405 14900 18405 11040

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

(15.9) (36.2) (59.4) (35.6) (58.3) (74.2) (44.5) (105.6) (125.7) (76.8)3/4 12040 19220 11530 19400 24020 14415 35120 41420 24850

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

(22.2) (73.9) (116.3) (69.8) (119.1) (145.4) (87.3) (215.7) (256.9) (150.5)1 21805 34165 20500 35130 42705 25625 63600 73630 44180

(25.4) (97.0) (152.0) (91.2) (156.3) (190.0) (114.0) (282.9) (337.0) (196.5)1 1/4 34890 53385 32030 56210 66730 40035 101755 115050 69030(31.8) (155.2) (237.5) (142.5) (250.0) (296.8) (178.1) (452.6) (511.8) (307.1)

HAS StandardASTM A36

RodDiameter

HAS-E StandardISO 898 Class 5.8

HAS SuperASTM A193 B7

Yieldlb (kN)

Tensilelb (kN)

Shearlb (kN)

Yieldlb (kN)

Tensilelb (kN)

Shearlb (kN)

Yieldlb (kN)

Tensilelb (kN)

Shearlb (kN)in. (mm)

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

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

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

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

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

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

HAS StandardASTM A36

RodDiameter

HAS-E StandardISO 898 Class 5.8

HAS SuperASTM A193 B7

Tensilelb (kN)

Shearlb (kN)

Shearlb (kN)

Tensilelb (kN)

Shearlb (kN)

Tensilelb (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 AreaTensile = 0.75 x Fu x Nominal AreaShear = 0.45 x Fu x Nominal Area

3/8 5035 8280 4970(9.5) (22.4) (36.8) (22.1)1/2 9225 14720 8835

(12.7) (41.0) (65.5) (39.3)5/8 14690 23010 13805

(15.9) (65.3) (102.4) (61.4)3/4 15050 28165 16800

(19.1) (66.9) (125.3) (75.2)7/8 20775 38335 23000

(22.2) (92.4) (170.5) (102.3)1 27255 50070 30040

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

HAS SSAISI 304/316 SS

RodDiameter

Yieldlb (kN)

Tensilelb (kN)


Allowable Steel Strength forStainless Steel HAS Rods1

1. Steel strength as defined in AISCManual of Steel Construction (ASD):Tensile = 0.33 x Fu x Nominal AreaShear = 0.17 x Fu x Nominal Area

3/8 3645 1875(9.5) (16.2) (8.3)1/2 6480 3335

(12.7) (28.8) (14.8)5/8 10125 5215

(15.9) (45.0) (23.2)3/4 12390 6385

(19.1) (55.1) (28.4)7/8 16865 8690

(22.2) (75.0) (38.6)1 22030 11350

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

HAS SSAISI 304/316 SS

RodDiameter

Tensilelb (kN)



HVA Adhesive Anchor


41/41 1/2 x 41/4

3180 4860 1875(9.5) (108) (14.1) (21.6) (8.3)

51 5/8 x 5

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

6 5/81 7/8 x 6 5/8

7460 13500 5215(15.9) (168) (33.2) (60.1) (23.2)

8 1/41 1x 8 1/4

9165 19440 7510(19.1) (210) (40.8) (86.5) (33.4)

HVA Allowable Bond/Concrete Capacity and Steel Strength for HIS and HIS-R Internally Threaded Inserts

Anchor Diameterin. (mm)

Embedment Depth

in. (mm)

Adhesive Capsule(s)Required

Tensilefc 2000 psi

(13.8 MPa)lb (kN)

Tensile1

lb (kN)Shear 1

lb (kN)

HVU Allowable Bond/Concrete Capacity2 Steel Bolt Strength 1, 2

3/8

1/2

5/8

3/4

41/41 1/2 x 41/4

12715 9935 5960(9.5) (108) (56.6) (44.2) (26.5)

51 5/8 x 5

18275 17665 10600(12.7) (127) (81.3) (78.6) (47.2)

6 5/81 7/8 x 6 5/8

29840 27610 16565(15.9) (168) (132.7) (122.8) (73.7)

8 1/41 1x 8 1/4

36660 39760 23855(19.1) (210) (163.1) (176.9) (106.1)

HVA Ultimate Bond/Concrete Capacity and Steel Strength for HIS and HIS-R Internally Threaded Inserts

Anchor Diameterin. (mm)

Embedment Depth

in. (mm)


Tensilefc 2000 psi

(13.8 MPa)lb (kN)

Tensile1

lb (kN)Shear 1

lb (kN)

HVU Ultimate Bond/Concrete Capacity2 Steel Bolt Strength 1, 2

3/8

1/2

5/8

3/4

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

Allowable load values Ultimate load values

Tension = 44,000 x Nominal Area Tension = 0.75 x Fu x Nominal Area Tension = 17,000 x Nominal Area Shear = 0.45 x Fu x Nominal Area

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



41/4 1 1/2 x 41/4 9680 10980 12270 14850(108) (43.1) (48.8) (54.6) (66.1)

#4 6 3/8 1 1/2 x 41/4 & 14520 16460 18400 22280 12000 18000

(162) 1 3/8 x 31/2 (64.6) (73.2) (81.9) (99.1) (53.4) (80.1)

81/2 2 1/2 x 41/4 19360 21950 24530 29710(216) (86.1) (97.6) (109.1) (132.2)

5 1 5/8 x 5 15000 16920 18830 22650(127) (66.7) (75.3) (83.8) (100.8)

#5 71/2 1 5/8 x 5 & 22490 25370 28240 33980 18600 27900

(184) 1 1/2 x 41/4 (100.4) (112.9) (125.6) (151.1) (82.7) (124.1)

10 2 5/8 x 5 29990 33820 37650 45310(254) (133.4) (150.4) (167.5) (201.5)

6 5/8 1 7/8 x 6 5/8 21020 24250 27470 33930(168) (93.5) (107.9) (122.2) (150.9)

#6 10 2 3/4 x 6 5/8 31530 36370 41210 50890 26400 39600(254) (140.3) (161.8) (183.3) (226.4) (117.4) (176.1)

131/4 2 7/8 x 6 5/8 42040 48500 54950 67850(337) (187.0) (215.7) (244.4) (301.8)

65/8 1 1x 81/4 23650 27280 30910 38170(168) (105.2) (121.3) (137.5) (169.8)

#7 10 2 3/4 x 6 5/8 35470 40920 46360 57250 36000 54000(254) (157.8) (182.0) (206.2) (254.7) (160.1) (240.2)

131/4 2 1x 81/4 47300 54560 61810 76330(337) (210.4) (242.7) (274.9) (339.5)

81/4 1 1x 81/4 & 35640 40500 45360 55080(210) 1 5/8 x 5 (158.5) (180.2) (201.8) (245.0)

#8 123/8 1 7/8 x 6 5/8 & 53460 60750 68040 82610 47400 71100

(314) 1 1x 81/4 (237.8) (270.2) (302.7) (367.5) (210.8) (316.3)

161/2 2 1x 81/4 & 71270 80990 90710 110150(419) 1 3/4 x 6 5/8 (317.0) (360.3) (403.5) (490.0)

HVA Ultimate Bond Strength and Steel Strength for Rebar in Concrete

Rebar Size

Embedment Depth

in. (mm)


f c = 2000 psi(13.8 MPa)

lb (kN)

f c = 3000 psi(20.7 MPa)

lb (kN)

f c = 4000 psi(27.6 MPa)

lb (kN)

f c = 6000 psi(41.4 MPa)

lb (kN)

Yield Strengthlb (kN)

TensileStrengthlb (kN)

HVU Ultimate Bond Strength Grade 60 Rebar


HVA Adhesive Anchor


125 1-M16 16.7 18.8 21.0 25.2(5) (3750) (4230) (4705) (5660)

15M 185 1-M16 & 25.1 28.2 31.4 37.8 80 120(7 1/2) 1-M12 (5620) (6340) (7060) (8495) (17985) (26975)

255 2-M16 33.4 37.6 41.9 50.4(10) (7495) (8455) (9410) (11325)

170 1-M20 23.4 27.0 30.6 37.7(6 5/8) (5255) (6060) (6865) (8480)

20M 255 2-3/4 x 6 5/8 35.1 40.5 45.8 56.6 120 180(10) (7880) (9090) (10300) (12720) (26975) (40465)

340 2-M20 46.8 53.9 61.1 75.4(13 1/4) (10510) (12125) (13735) (16960)

210 1-M24 39.6 45.0 50.4 61.3(8 1/4) (8910) (10125) (11340) (13770)

25M 315 1-M24 59.4 67.6 75.7 91.9 200 300(12 3/8) & 1-3/4 x 6 5/8 (13365) (15185) (17010) (20650) (44960) (67440)

420 2-M24 79.2 90.1 100.9 122.5(16 1/2) (17815) (20245) (22675) (27535)

HVA Allowable Bond Strength and Steel Strength for Metric Rebar in Concrete (Canada Only)1,2,3

Rebar Size

Embedment Depth

mm (in.)

Adhesive Capsule(s)Required 14 MPa

(2000 psi)kN (lb)

20 MPa (3000 psi)

kN (lb)

28 MPa (4000 psi)

kN (lb)

40 MPa (6000 psi)

kN (lb)

Yield StrengthkN (lb)

TensileStrengthkN (lb)

HVU Allowable Tensile Concrete/Bond Strength Strength Properties of

Metric Rebarfy = 400 MPa

1. Allowable bond/concrete strength based on a safety factor of 4.0.2. Actual tensile bond test data developed for imperial-sized rebar. Yield and ultimate rebar strengths are for metric sizes.3. For anchor spacing and edge distance guidelines, refer to page 72 of the HVA Adhesive Anchor System.



1. Actual tensile bond test data developed for imperial-sized rebar. Yield and ultimate rebar strengths are for metric sizes.2. For anchor spacing and edge distance guidelines, refer to page 72 of the HVA Adhesive Anchor System.

125 1-M16 66.7 75.3 83.3 100.8(5) (15000) (16920) (18830) (22650)

15M 185 1-M16 & 100.4 112.9 125.6 151.1 80 120(7 1/2) 1-M12 (22490) (25370) (28240) (33980) (17985) (26975)

255 2-M16 133.4 150.4 167.5 201.5(10) (29990) (33820) (37650) (45310)

170 1-M20 93.5 107.9 122.2 150.9(6 5/8) (21020) (24250) (27470) (33930)

20M 255 2-3/4 x 6 5/8 140.3 161.8 183.3 226.4 120 180(10) (31530) (36370) (41210) (50890) (26975) (40465)

340 2-M20 187.0 215.7 244.4 301.8(13 1/4) (42040) (48500) (54950) (67850)

210 1-M24 158.5 180.2 201.8 245.0(8 1/4) (35640) (40500) (45360) (55080)

25M 315 1-M24 237.8 270.2 302.7 367.5 200 300(12 3/8) & 1-3/4 x 6 5/8 (53460) (60750) (68040) (82610) (44960) (67440)

420 2-M24 317.0 360.3 403.5 490.0(16 1/2) (71270) (80990) (90710) (110150)

HVA Ultimate Bond Strength and Steel Strength for Metric Rebar in Concrete (Canada Only)1,2

Rebar Size

Embedment Depth

mm (in.)

Adhesive Capsule(s)Required 14 MPa

(2000 psi)kN (lb)

20 MPa (3000 psi)

kN (lb)

28 MPa (4000 psi)

kN (lb)

40 MPa (6000 psi)

kN (lb)

Yield StrengthkN (lb)

TensileStrengthkN (lb)

HVU Ultimate Tensile Concrete/Bond Strength Strength Properties of

Metric Rebarfy = 400 MPa


HVA Adhesive Anchor


Edge Distance Adjustment Factors

0 .2 1.0.8.6.4

ccr

Edge Distance Adjustment Factor(fRV,fRN)

Shear (I to Edge)

TensionShear(II to Edge)

1.5

0

chef

1.0

0.5cmin

c = Actual edge distancehef = Actual embedment

cmin = 0.5 hefccr = 1.5 hef

Spacing Tension/Shear smin = 0.5 hef, scr = 1.5 heffA = 0.3(s/hef) + 0.55

for scr>s>sminEdge Distance Tension

cmin = 0.5 hef, ccr = 1.5 heffRN = 0.3(c/hef) + 0.40

for ccr>c>cminEdge Distance Shear (^ toward edge)

cmin = 0.5 hef, ccr = 1.5 heffRV^ = 0.75(c/hef) -0.125

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

cmin = 0.5 hef, ccr = 1.5 heffRVII = 0.35(c/hef) + 0.475

for ccr>c>cmin

Load Adjustment Factors for 3/8" Diameter AnchorAnchor 3/8" diameterDiameter

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

fA fRN fRV^ fRVIIEmbedment 3 1/2 5 1/4 7 3 1/2 5 1/4 7 3 1/2 5 1/4 7 3 1/2 5 1/4 7Depth, in.

1 3/4 0.70 0.60 0.25 0.652 0.72 0.63 0.30 0.682 5/8 0.78 0.70 0.70 0.60 0.44 0.25 0.74 0.653 0.81 0.72 0.74 0.63 0.52 0.30 0.78 0.683 1/2 0.85 0.75 0.70 0.80 0.67 0.60 0.63 0.38 0.25 0.83 0.71 0.654 0.89 0.78 0.72 0.86 0.70 0.63 0.73 0.45 0.30 0.88 0.74 0.684 1/2 0.94 0.81 0.74 0.91 0.74 0.66 0.84 0.52 0.36 0.93 0.78 0.705 1/4 1.00 0.85 0.78 1.00 0.80 0.70 1.00 0.63 0.44 1.00 0.83 0.746 0.89 0.81 0.86 0.74 0.73 0.52 0.88 0.786 1/2 0.92 0.83 0.90 0.77 0.80 0.57 0.91 0.807 0.95 0.85 0.93 0.80 0.88 0.63 0.94 0.837 7/8 1.00 0.89 1.00 0.85 1.00 0.72 1.00 0.878 0.89 0.86 0.73 0.888 1/2 0.91 0.89 0.79 0.909 0.94 0.91 0.84 0.939 1/2 0.96 0.94 0.89 0.9510 0.98 0.97 0.95 0.9810 1/2 1.00 1.00 1.00 1.00

Spac

ing

(s)/E

dge

Dist

ance

(c),

in.

Anchor Spacing and Edge Distance Guidelines in Concrete

Anchor Spacing Adjustment Factors

1.5

00 .2 1.0.8.6.4

scr

shef

Anchor Spacing Adjustment Factor(fA)

1.0

0.5

Shear &Tension

smin

s = Actual spacinghef = Actual embedment

smin = 0.5 hefscr = 1.5 hef

N

s

c

h

V

NOTE: Tables apply for listed embedmentdepths. Reduction factors for otherembedment depths must be calculatedusing equations below










for ccr>c>cmin



fA fRN fRV^ fRVIIEmbedment 4 1/4 6 3/8 8 1/2 4 1/4 6 3/8 8 1/2 4 1/4 6 3/8 8 1/2 4 1/4 6 3/8 8 1/2Depth, in.

22 1/8 0.70 0.60 0.25 0.653 0.76 0.68 0.40 0.723 3/16 0.78 0.70 0.70 0.60 0.44 0.25 0.74 0.653 1/2 0.80 0.71 0.73 0.62 0.49 0.29 0.76 0.674 0.83 0.74 0.78 0.65 0.58 0.35 0.80 0.694 1/4 0.85 0.75 0.70 0.80 0.67 0.60 0.63 0.38 0.25 0.83 0.71 0.655 0.90 0.79 0.73 0.87 0.71 0.64 0.76 0.46 0.32 0.89 0.75 0.685 1/2 0.94 0.81 0.74 0.92 0.75 0.66 0.85 0.52 0.36 0.93 0.78 0.706 0.97 0.83 0.76 0.96 0.78 0.68 0.93 0.58 0.40 0.97 0.80 0.726 3/8 1.00 0.85 0.78 1.00 0.80 0.70 1.00 0.63 0.44 1.00 0.83 0.747 0.88 0.80 0.84 0.73 0.70 0.49 0.86 0.767 1/2 0.90 0.81 0.87 0.75 0.76 0.54 0.89 0.788 0.93 0.83 0.90 0.78 0.82 0.58 0.91 0.808 1/2 0.95 0.85 0.93 0.80 0.88 0.63 0.94 0.839 0.97 0.87 0.96 0.82 0.93 0.67 0.97 0.859 9/16 1.00 0.89 1.00 0.85 1.00 0.72 1.00 0.8710 0.90 0.87 0.76 0.8910 1/2 0.92 0.89 0.80 0.9111 0.94 0.92 0.85 0.9311 1/2 0.96 0.94 0.89 0.9512 3/4 1.00 1.00 1.00 1.00

Spac

ing

(s)/E

dge

Dist

ance

(c),

in.

Load Adjustment Factors for 5/8" and 3/4" Diameter AnchorsAnchor 5/8" diameter 3/4" diameterDiameter

Adjustment Spacing Edge Distance Edge Distance Shear Edge Distance Shear Spacing Edge Distance Edge Distance Shear Edge Distance ShearFactor 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^ fRVIIEmbedment 5 7 1/2 10 5 7 1/2 10 5 7 1/2 10 5 7 1/2 10 6 5/8 10 13 1/4 6 5/8 10 13 1/4 6 5/8 10 13 1/4 6 5/8 10 13 1/4Depth, in.

2 1/2 0.70 0.60 0.25 0.653 5/16 0.75 0.67 0.37 0.71 0.70 0.60 0.25 0.653 3/4 0.78 0.70 0.70 0.60 0.44 0.25 0.74 0.65 0.72 0.63 0.30 0.674 0.79 0.71 0.72 0.61 0.48 0.28 0.76 0.66 0.73 0.64 0.33 0.694 1/2 0.82 0.73 0.76 0.64 0.55 0.33 0.79 0.69 0.75 0.67 0.38 0.715 0.85 0.75 0.70 0.80 0.67 0.60 0.63 0.38 0.25 0.83 0.71 0.65 0.78 0.70 0.70 0.60 0.44 0.25 0.74 0.655 1/2 0.88 0.77 0.72 0.84 0.69 0.62 0.70 0.43 0.29 0.86 0.73 0.67 0.80 0.72 0.73 0.62 0.50 0.29 0.77 0.676 0.91 0.79 0.73 0.88 0.72 0.64 0.78 0.48 0.33 0.90 0.76 0.69 0.82 0.73 0.76 0.64 0.55 0.33 0.79 0.696 5/8 0.95 0.82 0.75 0.93 0.75 0.67 0.87 0.54 0.37 0.94 0.78 0.71 0.85 0.75 0.70 0.80 0.67 0.60 0.63 0.37 0.25 0.83 0.71 0.657 0.97 0.83 0.76 0.96 0.77 0.68 0.93 0.58 0.40 0.97 0.80 0.72 0.87 0.76 0.71 0.82 0.68 0.61 0.67 0.40 0.27 0.84 0.72 0.667 1/2 1.00 0.85 0.78 1.00 0.80 0.70 1.00 0.63 0.44 1.00 0.83 0.74 0.89 0.78 0.72 0.85 0.70 0.63 0.72 0.44 0.30 0.87 0.74 0.678 0.87 0.79 0.83 0.72 0.68 0.48 0.85 0.76 0.91 0.79 0.73 0.88 0.72 0.64 0.78 0.48 0.33 0.90 0.76 0.698 1/2 0.89 0.81 0.85 0.74 0.73 0.51 0.87 0.77 0.93 0.81 0.74 0.91 0.74 0.66 0.84 0.51 0.36 0.92 0.77 0.709 0.91 0.82 0.88 0.76 0.78 0.55 0.90 0.79 0.96 0.82 0.75 0.94 0.76 0.67 0.89 0.55 0.38 0.95 0.79 0.719 15/16 0.95 0.85 0.93 0.80 0.87 0.62 0.94 0.82 1.00 0.85 0.78 1.00 0.80 0.70 1.00 0.62 0.44 1.00 0.82 0.7410 1/2 0.97 0.87 0.96 0.82 0.93 0.66 0.97 0.84 0.87 0.79 0.82 0.72 0.66 0.47 0.84 0.7511 1/4 1.00 0.89 1.00 0.85 1.00 0.72 1.00 0.87 0.89 0.80 0.85 0.74 0.72 0.51 0.87 0.7712 0.91 0.88 0.78 0.90 0.91 0.82 0.88 0.76 0.78 0.55 0.90 0.7913 0.94 0.92 0.85 0.93 0.94 0.84 0.92 0.79 0.85 0.61 0.93 0.8214 0.97 0.96 0.93 0.97 0.97 0.87 0.96 0.82 0.93 0.67 0.97 0.8415 1.00 1.00 1.00 1.00 1.00 0.89 1.00 0.85 1.00 0.72 1.00 0.8716 0.91 0.88 0.78 0.9017 0.93 0.91 0.84 0.9218 0.96 0.94 0.89 0.9519 7/8 1.00 1.00 1.00 1.00

Spac

ing

(s)/E

dge

Dist

ance

(c),

in.




fA fRN fRV^ fRVIIEmbedment 6 5/8 10 13 1/4 6 5/8 10 13 1/4 6 5/8 10 13 1/4 6 5/8 10 13 1/4Depth, in.

3 5/16 0.70 0.60 0.25 0.654 0.73 0.64 0.33 0.694 1/2 0.75 0.67 0.38 0.715 0.78 0.70 0.70 0.60 0.44 0.25 0.74 0.655 1/2 0.80 0.72 0.73 0.62 0.50 0.29 0.77 0.676 0.82 0.73 0.76 0.64 0.55 0.33 0.79 0.696 5/8 0.85 0.75 0.70 0.80 0.67 0.60 0.63 0.37 0.25 0.83 0.71 0.657 0.87 0.76 0.71 0.82 0.68 0.61 0.67 0.40 0.27 0.84 0.72 0.667 1/2 0.89 0.78 0.72 0.85 0.70 0.63 0.72 0.44 0.30 0.87 0.74 0.678 0.91 0.79 0.73 0.88 0.72 0.64 0.78 0.48 0.33 0.90 0.76 0.698 1/2 0.93 0.81 0.74 0.91 0.74 0.66 0.84 0.51 0.36 0.92 0.77 0.709 0.96 0.82 0.75 0.94 0.76 0.67 0.89 0.55 0.38 0.95 0.79 0.719 15/16 1.00 0.85 0.78 1.00 0.80 0.70 1.00 0.62 0.44 1.00 0.82 0.7410 0.85 0.78 0.80 0.70 0.63 0.44 0.83 0.7411 0.88 0.80 0.84 0.73 0.70 0.50 0.86 0.7712 0.91 0.82 0.88 0.76 0.78 0.55 0.90 0.7913 0.94 0.84 0.92 0.79 0.85 0.61 0.93 0.8214 0.97 0.87 0.96 0.82 0.93 0.67 0.97 0.8415 1.00 0.89 1.00 0.85 1.00 0.72 1.00 0.8716 0.91 0.88 0.78 0.9017 0.93 0.91 0.84 0.9218 0.96 0.94 0.89 0.9519 7/8 1.00 1.00 1.00 1.00

Spac

ing

(s)/E

dge

Dist

ance

(c),

in.


HVA Adhesive Anchor









for ccr>c>cmin

Load Adjustment Factors for 1" and 1 1/4" Diameter AnchorsAnchor 1" diameter 1 1/4" diameterDiameter

Adjustment Spacing Edge Distance Edge Distance Shear Edge Distance Shear Spacing Edge Distance Edge Distance Shear Edge Distance ShearFactor 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^ fRVIIEmbedment 8 1/4 12 3/8 16 1/2 8 1/4 12 3/8 16 1/2 8 1/4 12 3/8 16 1/2 8 1/4 12 3/8 16 1/2 12 15 18 12 15 18 12 15 18 12 15 18Depth, in.

4 1/8 0.70 0.60 0.25 0.654 1/2 0.71 0.62 0.28 0.675 0.73 0.64 0.33 0.696 0.77 0.69 0.42 0.73 0.70 0.60 0.25 0.656 3/16 0.78 0.70 0.70 0.60 0.44 0.25 0.74 0.65 0.70 0.61 0.26 0.667 0.80 0.72 0.74 0.63 0.51 0.30 0.77 0.67 0.73 0.63 0.31 0.687 1/2 0.82 0.73 0.76 0.64 0.56 0.33 0.79 0.69 0.74 0.70 0.65 0.60 0.34 0.25 0.69 0.658 1/4 0.85 0.75 0.70 0.80 0.67 0.60 0.63 0.38 0.25 0.83 0.71 0.65 0.76 0.72 0.68 0.62 0.39 0.29 0.72 0.679 0.88 0.77 0.71 0.84 0.69 0.62 0.69 0.42 0.28 0.86 0.73 0.67 0.78 0.73 0.70 0.70 0.64 0.60 0.44 0.33 0.25 0.74 0.69 0.6510 0.91 0.79 0.73 0.88 0.72 0.64 0.78 0.48 0.33 0.90 0.76 0.69 0.80 0.75 0.72 0.73 0.67 0.62 0.50 0.38 0.29 0.77 0.71 0.6711 0.95 0.82 0.75 0.93 0.76 0.67 0.88 0.54 0.38 0.94 0.79 0.71 0.83 0.77 0.73 0.77 0.69 0.64 0.56 0.43 0.33 0.80 0.73 0.6912 3/8 1.00 0.85 0.78 1.00 0.80 0.70 1.00 0.63 0.44 1.00 0.83 0.74 0.86 0.80 0.76 0.81 0.73 0.68 0.65 0.49 0.39 0.84 0.76 0.7213 0.87 0.79 0.82 0.72 0.66 0.47 0.84 0.75 0.88 0.81 0.77 0.83 0.75 0.69 0.69 0.53 0.42 0.85 0.78 0.7314 0.89 0.80 0.85 0.74 0.72 0.51 0.87 0.77 0.90 0.83 0.78 0.87 0.77 0.71 0.75 0.58 0.46 0.88 0.80 0.7515 0.91 0.82 0.88 0.76 0.78 0.56 0.90 0.79 0.93 0.85 0.80 0.90 0.80 0.73 0.81 0.63 0.50 0.91 0.83 0.7716 0.94 0.84 0.92 0.79 0.84 0.60 0.93 0.81 0.95 0.87 0.82 0.93 0.83 0.76 0.88 0.68 0.54 0.94 0.85 0.7917 0.96 0.86 0.95 0.81 0.91 0.65 0.96 0.84 0.98 0.89 0.83 0.97 0.85 0.78 0.94 0.73 0.58 0.97 0.87 0.8118 0.99 0.88 0.98 0.84 0.97 0.69 0.98 0.86 1.00 0.91 0.85 1.00 0.88 0.80 1.00 0.78 0.63 1.00 0.90 0.8318 9/16 1.00 0.89 1.00 0.85 1.00 0.72 1.00 0.87 0.92 0.86 0.90 0.81 0.80 0.65 0.91 0.8419 0.90 0.86 0.74 0.88 0.93 0.87 0.91 0.82 0.83 0.67 0.92 0.8420 0.91 0.88 0.78 0.90 0.95 0.88 0.93 0.84 0.88 0.71 0.94 0.8621 0.93 0.91 0.83 0.92 0.97 0.90 0.96 0.87 0.93 0.75 0.97 0.8822 1/2 0.96 0.95 0.90 0.95 1.00 0.93 1.00 0.90 1.00 0.81 1.00 0.9124 3/4 1.00 1.00 1.00 1.00 0.96 0.95 0.91 0.9627 1.00 1.00 1.00 1.00

Spac

ing

(s)/E

dge

Dist

ance

(c),

in.




Chemical Resistance Table

Influence of Temperature on Bond Strength

Curing Time Table (Approximate)

% By Not PartiallyChemical/Liquid Weight Resistant Resistant Resistant

Acetic acid conc. 10%

Acetone Ammonia 25%

5% Ammonium nitrate 10% Ammonium sulphate 10% Carbolic acid solution(Phenol) 10% Carbon tetrachloride conc. Caustic soda 40% Sodium hydroxide 20% Chlorinated lime solution conc. Citric acid 10% Common salt solution 10% Communal waste water Diesel oil Ethanol 96% Ethylene glycol conc. Formic acid 10% Hydrochloric acid 20% Hydrogen peroxide 30%

5% Lactic acid 50%

10% Machine oil Methanol conc. Methyl isobutyl kentone conc. Mixture of amines Vol%1 Mixture of aromatichydrocarbons Vol%

2 Nitric acid 40%

20% Petrol/Gasoline Phosphoric acid 40%

20% 2-Propanol conc. Propylene glycol conc. Sodium carbonate 10% Sodium silicate (pH=14) 50% Sulphuric acid 40%

20% Xylene conc.

Samples of the HVU Resin were immersed in the various chemical compounds for up to one year. At the end of the test period, the sampleswere analyzed. Any samples showing no visible damage and having lessthan a 25% reduction in bending (flexural) strength were classified asResistant. Samples that had slight damage, such as small cracks, chips,etc. or reduction in bending strength of 25% or more, were classified asPartially Resistant. Samples that were heavily damaged or destroyed were classified as Not Resistant.

Approx. Curing Time Base Material Temperature

20 Minutes Above 68F/20C

30 Minutes 50F/10C

1 Hour 32F/0C

5 Hour 23F/-5C

Below 23F/-5C, consult your Hilti Engineer

60 100 140 180 220200

20

40

60

80

100

120

Note: Test procedure involves the concrete being held at the temperature for 24hours then removing it from the controlled environment and testing to failure.

HVU Capsule Volume

Size Volume (in3)

HVU 3/8" (M10) 0.37

HVU 1/2" (M12) 0.61

HVU 5/8" (M16) 1.04

HVU 3/4" 2.07

HVU 7/8" (M20) 2.62

HVU 1" (M24) 4.21

HVU 11/4" (M33) 9.461. 35 Vol% Triethanolamine, 30 Vol% n-Butylamine and 35 Vol% N,N-Dimethylaniline

2. 60 Vol% Toluene, 30 Vol% Xylene and 10 Vol% Methylnaphthalene

Note: In actual use, the majority of the resin is encased in the concrete,leaving very little surface area exposed. In some cases, this would allow theHVA system to be used where it would be exposed to the Partially Resistantchemical compounds.

Influence of High Energy Radiation

Radiation Detrimental RecommendationExposure 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

Allo

wab

le B

ond

Stre

ngth

(% o

f Loa

d @

70

F)

BASE MATERIAL TEMPERATURE, (F)

HVU IN-SERVICE TEMPERATURE

(100

% @

70

F)

(63%

@ 2

12F

)


HVA Adhesive Anchor


4.2.1.4 Installation Instructions for HAS Rods, HIS Inserts and Rebar

1. Set the drill depth gauge and drilla hole to the required hole depth.Important: Clean out dust anddebris. Use compressed air or vacuum at bottom of the hole.When using a Hilti matched tolerance diamond core bit,immediately remove standingwater.

2. Insert appropriate diameter HVUadhesive capsule* into pre-drilledhole in base material.Note: The best method for settingmultiple capsules is to crush thefirst capsule(s) into the hole andthen insert the next capsule. DONOT cut off capsules partially protruding from the hole.

3. Thread a HAS nut on the HAS rod.Place a washer on top of the firstnut and then thread a black settingnut down on top of the washer.Tighten the two nuts togetherlocking the washer betweenthem. The top nut should be flushwith the top of the rod.

4. Insert a square drive shaft into thehammer drill and attach the properimpact socket. At the rotary hammerdrill setting, engage the top nut ofthe HAS rod assembly with thesocket and drive the rod downthrough the capsule(s). Stop drillrotation immediately upon reach-ing bottom of hole.

5. Do not disturb or load the setanchor before the specified curingtime elapses.

3. Insert the shaft with socket intothe hammer drill, screw the settingtool into the HIS and place inthe socket.

4. At the rotary hammer drill setting,drive the HIS down through thecapsule(s). Stop drill rotationimmediately upon reaching bottom of hole.

5. Do not disturb or load the setanchor before the specified curingtime elapses.

HIS Internally Threaded Inserts

HAS Threaded Rods

Rebar

3. Rotate knurled lockingsleeve and insert appropriatediameter rebar. End of rebarbeing inserted into basematerial must have a 45cut or a 90 chisel point.

4. Place chisel pointed end ofrebar on top of HVU capsuleand switch on hammer drill.Drill rebar down through the capsule(s). Stop drillrotation immediately uponreaching bottom of hole.

5. Do not disturb or load the setanchor before the specifiedcuring time elapses.

* Capsule length is longer than standard embed.depth and will protrude from the hole.



4.2.1.5 Ordering Information

HVU HVU HAS-E HAS Super HAS Rods HAS Rods HAS-E/Adhesive Capsules Qty Rods 5.8 A193 B71 304 SS 316 SS HAS QtyProduct Item No. Per Box Product Item No. Product Item No. Product Item No. Product Item No. Per Box

3/8" x 3-1/2" (M10) 00256692 10 3/8" x 5-1/8" 00333183 3/8" x 5-1/8" 00068657 3/8" x 5-1/8" 00068675 20/101/2" x 4-1/4" (M12) 00256693 10 1/2" x 6-1/2" 00333190 1/2" x 6-1/2" 00068658 1/2" x 6-1/2" 00068676 20/101/2" x 4-1/4" (M12) 1/2" x 8" 00333191 101/2" x 4-1/4" (M12) 1/2" x 10" 00333192 105/8" x 5" (M16) 00256694 10 5/8" x 8" 00333194 5/8" x 7-5/8" 00333783 5/8" x 7-5/8" 00333782 5/8" x 7-5/8" 00333781 20/105/8" x 5" (M16) 5/8" x 9" 00333197 105/8" x 5" (M16) 5/8" x 12" 00333195 103/4" x 6-5/8" 00256702 5 3/4" x 10" 00333201 3/4" x 9-5/8" 00068660 3/4" x 9-5/8" 00068678 10/53/4" x 6-5/8" 3/4" x 11" 00333198 103/4" x 6-5/8" 3/4" x 12" 00333202 103/4" x 6-5/8" 3/4" x 14" 00333203 107/8" x 6-5/8" (M20) 00256695 5 7/8" x 10"2 00333208 7/8" x 10" hdg1 00068661 10/57/8" x 6-5/8" (M20) 7/8" x 13"2 00333209 107/8" x 6-5/8" (M20) 7/8" x 16" hdg1 00045259 51" x 8-1/4" (M24) 00256696 5 1" x 12" 00333210 1" x 12" 00068662 4/51" x 8-1/4" (M24) 1" x 14" 00333211 21" x 8-1/4" (M24) 1" x 16" 00333212 21" x 8-1/4" (M24) 1" x 20" 00333213 21-1/4" x 12" (M33) 00256699 4 1-1/4" x 16" 00333214 1-1/4" x 16" 00333779 4/41-1/4" x 12" (M33) 1-1/4" x 22" 00333215 2/4

1. Hot-Dip Galvanized (7/8" rod only)2. Requires setting nuts when using 1-7/16" x 3/4" drive socket.

HVU Adhesive Capsules, Carbon Steel HAS Rods/Stainless Steel HAS Rods

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