Hit
December 24, 2016 | Author: bmxengineer | Category: N/A
Short Description
hit...
Description
The Hilti HIT System
4.2.2 Adhesive Anchoring Systems
Versatile, Easy-To-Use, Offers Faster Cure Times and Extended Temperature Ranges
Hilti System Advantages
HIT-TZ Advantages
Versatile For fastening a variety of fasteners into many different base materials within a wide range of temperatures.
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.
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
D
Simple Installs easily with the Hilti HIT HY 150/HIT-ICE injection adhesive.
E
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
B F
zones of uncleaned holes, but tension zones of concrete where cracking occurs e.g. overhead.
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.
G
HIT Applications
A C
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 HIT HY 20 Adhesive with screen tube for fastening thru masonry construction with voids.
Adhesive with screen tube for fastening to hollow block, hollow clay tile, and solid brick or with holes.
D) HIT HY 20
F) HIT HY 20
With screen tube. 22.5° combination anchor for seismic upgrade in unreinforced masonry (URM) and solid brick walls.
With screen tube. Anchorage to face of hollow concrete block using HIT-A anchor rod or HIT-I internally threaded insert.
E) HIT HY 20
G) HIT HY 20
With screen tube. Veneer wall pinning using rebar or HAS rods as brick tie for building renovation.
With screen tube. Anchorage to face of brick with holes using HIT-A rods or HIT-I internally threaded inserts.
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US www.us.hilti.com Canada www.ca.hilti.com Hilti, Inc. (US) 1-800-879-8000 I Product Technical Guide 2004 I Hilti (Canada) Corporation 1-800-363-4458
89
4.2.2
The Hilti HIT System
Adhesive Anchoring Systems
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
Hilti HIT HY 150, RE 500 and HIT HY 20 are also available in large (47.3 oz.) cartridges for high-volume applications.
• 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 for effortless dispensing
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
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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
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HIT HY 150/HIT-ICE Adhesive Anchor
4.2.4 Adhesive Anchoring Systems HIT-ICE Dispenser
HIT-ICE Mixer
HIT-ICE Cartridge
4.2.4
HIT HY 150/HIT-ICE
4.2.4.1 Product Description 4.2.4.2 Material Specifications Mixing Nozzle
HY 150 Refill Pack
HIT Refill Pack Holder
4.2.4.3 Technical Data
or
4.2.4.4
Installation Instructions
4.2.4.5
Ordering Information
Listings/Approvals 4.2.4.1 Product Description 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
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).
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
Rebar (supplied by contractor)
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-ICE has equivalent load performance to HIT HY 150
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US www.us.hilti.com Canada www.ca.hilti.com Hilti, Inc. (US) 1-800-879-8000 I Product Technical Guide 2004 I Hilti (Canada) Corporation 1-800-363-4458
95
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
—
—
0.12%
0.12%
2.4%
2.4%
2x1011 OHM/cm
5.1x1011 OHM/in.
2x1011OHM/in.
5.1x1011OHM/in.
Water Absorption ASTM D 570 (HY 150) DIN 53495 (HIT-ICE) Electrical Resistance DIN/VDE 0303T3 (HY 150) DIN/VDE 0303T3 (HIT-ICE)
Standard HAS-E rod material meets the requirements of ISO 898 Class 5.8
Mechanical Properties fy min. fu ksi (MPa) ksi (MPa) 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)
Material
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.
4.2.4.3 Technical Data HY 150/HIT-ICE Installation Specification Table for HAS Rods HAS Rod Size in. (mm)
3/8 (9.5)
1/2 (12.7)
5/8 (15.9)
3/4 (19.1)
7/8 (22.2)
1 (25.4)
1-1/4 (31.8)
in.
7/16
9/16
11/16
13/16
15/16
1-1/16
1-1/2
in. (mm)
3-1/2 (90)
4-1/4 (110)
5 (125)
6-5/8 (170)
7-1/2 (190)
8-1/4 (210)
12 (305)
hef ≥ hnom
ft lb (Nm)
18 (24)
30 (41)
75 (102)
150 (203)
175 (237)
235 (319)
400 (540)
Threaded hef < hnom Rods
ft lb (Nm)
15 (20)
20 (27)
50 (68)
105 (142)
125 (169)
165 (224)
280 (375)
h
hef = hnom
minimum base material thickness4
in. (mm)
5-1/2 (140)
6-1/4 (160)
7 (180)
8-1/2 (220)
9-1/2 (240)
10-1/2 (270)
15 (380)
hef ≠ hnom
in. (mm)
Details dbit
bit diameter1, 2
hef = hnom std. depth of embed.3 Tmax max. tighening torque
All Hilti
1.0 hef+ 1.0 hef+ 1.0 hef+ 1.0 hef+ 1.0 hef+ 1.0 hef+ 1.0 hef+ 2 2 2 2 2 2-1/4 3 (51) (51) (51) (51) (51) (57) (76)
Approximate number of fastenings at standard embedment HY 150/HIT-ICE Small Refill Pack HY 150 Jumbo Cartridge
50/45
31/28
18/16
10/9
8/7
6/5
2/2
236
145
85
45
38
29
7
dbit
Tmax t
hef h
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.
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HIT HY 150/HIT-ICE Adhesive Anchor
4.2.4 Adhesive Anchoring Systems
4.2.4.3 Technical Data HY 150/HIT-ICE Installation Specification Table for HIS Inserts HIS Insert Details
in. (mm)
3/8 (9.5)
1/2 (12.7)
5/8 (15.9)
3/4 (19.1)
in.
11/16
7/8
1-1/8
1-1/4
dbit
bit diameter1
hnom
std. depth of embed.
in. (mm)
4-1/4 (110)
5 (125)
6-5/8 (170)
8-1/4 (210)
th
useable thread length
in. (mm)
1 (25)
1-3/16 (30)
1-1/2 (40)
2 (50)
Tmax
Max. tightening torque
ft lb (Nm)
18 (24)
35 (47)
80 (108)
160 (217)
h
min. base material thickness
in. (mm)
6-3/8 (162)
7-1/2 (191)
10 (254)
12-3/8 (314)
Recommended Hilti Rotary Hammer Drill
TE 5, 15, TE 18-M, 18-M, 25 25, 55, 76
dbit
Tmax hhef
nom
h
TE-55, 76
1 For Hilti matched tolerance carbide tipped drill bits, see section 8.4.1.
HY 150/HIT-ICE Installation Specification Table for Rebar in Concrete Rebar Size:
No. 3
No. 4
No. 5
No. 6
No. 7
No. 8
No. 9
No. 10
No. 11
1/2
5/8
3/4
7/8
1
1-1/8
1-3/8
1-1/2
1-9/16
Details bit diameter1, 2
dbit:
in.
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 Metric Rebar in Concrete (Canada Only) Rebar Number : dbit : bit diameter1, 2
10M
15M
20M
25M
30M
35M
14 mm
3/4"
24mm
1-1/8"
37mm
1-9/16"
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.
Combined Shear and Tension Loading 5/3
( NN ) d
rec
+
5/3
( VV ) d
≤ 1.0 (Ref. Section 4.1.2.7)
rec
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97
4.2.4
HIT HY 150/HIT-ICE Adhesive Anchor
Adhesive Anchoring Systems
HIT HY 150/HIT-ICE Ultimate Bond Strength and Steel Strength for Rebar in Concrete Concrete Compressive Strength fc = 2000 psi (13.8 MPa)
Nominal Rebar Size
Embed. Depth in. (mm)
#3
1-1/2 (38) 3-1/2 (89) 7 (178)
2500 (11.1) 6300 (28.0) 12600 (56.0)
#4
2 (51) 4 (102) 8 (203)
4200 (18.7) 9000 (40.0) 18000 (80.1)
#5
2-1/2 (64) 5 (127) 10 (254)
5600 (24.9) 13500 (60.1) 27000 (120.1)
#6
3-1/2 (90) 7 (178) 14 (356)
10200 (45.4) 22100 (98.3) 44200 (196.6)
#7
3-3/4 (95) 7-1/2 (190) 15 (380)
10700 (47.6) 27100 (120.6) 54200 (241.1)
#8
4 (102) 8 (204) 16 (408)
14100 (62.7) 32500 (144.6) 65000 (289.1)
#9
5 (127) 10 (254) 18 (457)
16700 (74.3) 47400 (210.9) 85300 (379.4)
#10
6 (152) 12 (304) 20 (508)
23300 (103.6) 59600 (265.1) 99300 (441.7)
#11
7 (178) 14 (356) 20 (508)
32000 (142.3) 75800 (337.2) 108400 (482.2)
Ultimate Bond Strength lb (kN)
Embed. to Embed. to Develop Yield Develop Tensile Strength1 Strength1 in. (mm) in. (mm)
3-3/4 (95.3)
5-1/2 (139.7)
7 (177.8)
8-1/2 (215.9)
10 (254.0)
11-3/4 (298.5)
12-3/4 (323.9)
15-1/2 (393.7)
17-1/4 (438.2)
Grade 60 Rebar
fc = 4000 psi (27.6 MPa) Ultimate Bond Strength lb (kN)
Embed. to Embed. to Yield Develop Yield Develop Tensile Strength Strength1 Strength1 lb (kN) in. (mm) in. (mm)
Tensile Strength lb (kN)
5-1/2 (139.7)
3800 (16.9) 8200 (36.5) 16500 (73.4)
2-3/4 (69.9)
4-1/4 (108.0)
6600 (29.4)
9900 (44.0)
8 (203.2)
6000 (26.7) 11800 (52.5) 23600 (105.0)
4-1/4 (108.0)
6-1/4 (158.8)
12000 (53.4)
18000 (80.1)
10-1/4 (260.4)
6900 (30.7) 17700 (78.7) 35300 (157.0)
5-1/4 (133.4)
8 (203.2)
18600 (82.7)
27900 (124.1)
12-3/4 (323.9)
12800 (56.9) 28900 (128.6) 57700 (256.7)
6-1/2 (165.1)
9-3/4 (247.7)
26400 (117.4)
39600 (176.2)
15 (381)
15800 (70.3) 35300 (157.0) 70700 (314.5)
7-3/4 (196.9)
11-1/2 (292.1)
36000 (160.1)
54000 (240.2)
17-1/2 (444.5)
18100 (80.5) 42400 (188.6) 84800 (377.2)
9 (228.6)
13-1/2 (342.9)
47450 (211.1)
71100 (316.3)
19 (482.6)
21800 (97.0) 61800 (274.9) 111300 (495.1)
10 (254.0)
15-3/4 (400.1)
60000 (266.9)
90000 (400.4)
23 (584.2)
32400 (144.1) 77700 (345.6) 129600 (576.5)
12 (304.8)
17-3/4 (450.9)
76200 (339.0)
114300 (508.5)
26 (660.4)
41300 (183.7) 99000 (440.4) 141400 (629.0)
13-1/2 (342.9)
20 (508.0)
93600 (416.4)
140400 (624.6)
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.
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4.2.4
HIT HY 150/HIT-ICE Adhesive Anchor
Adhesive Anchoring Systems
Anchor Spacing and Edge Distance Guidelines in Concrete for HIT HY 150/HIT-ICE
N
Edge Distance Adjustment Factors
Anchor Spacing Adjustment Factors
c = Actual Edge Distance
s = Actual spacing
cmin = 0.5 hef
smin = 0.5 hef
s V
ccr = 1.5 hef Tension = 2.0 hef for Shear
scr = 1.5 hef hef = Actual embedment
c
hef = Actual Embedment
h
scr
1.5
ccr
2.0
Shear ( to Edge) Note: Tables apply for listed embedment depths. Reduction factors for other embedment depths must be calculated using equations below.
1.5
1.0
Shear (II to Edge)
s hef
smin
0.5
1.0
c hef
Spacing Tension/Shear smin = 0.5 hef, scr = 1.5 hef fA = 0.3(s/hef) + 0.55 for scr>s>smin
ccr
Shear & Tension
0.5
0 .2
0
.4
.6
.8
1.0
Anchor Spacing Adjustment Factor (fA)
Edge Distance Tension
Tension
cmin
0
cmin = 0.5 hef, ccr = 1.5 hef
0
fRN = 0.40(c/hef) + 0.40 for ccr>c>cmin
.6 .2 .4 .8 1.0 Edge Distance Adjustment Factor (fRV, fRN)
Edge Distance Shear ( ⊥ toward edge) cmin = 0.5 hef, ccr = 2.0 hef fRV = 0.54(c/hef) – 0.09 for ccr>c>cmin Edge Distance Shear (II to or away from edge) cmin = 0.5 hef, ccr = 2.0 hef
Load Adjustment Factors for 3/8" Diameter Anchor Anchor Diameter Adjustment Factor Embedment Depth, in.
Spacing (s)/Edge Distance (c), in.
fRVII = 0.36(c/hef) + 0.28 for ccr>c>cmin
7/8 1-1/4 1-3/4 2 2-5/8 3 3-1/2 4 4-1/2 5-1/4 6-1/2 7 7-7/8 9 10-1/2
3/8" diameter Spacing Tension/Shear, fA
Edge Distance Tension, fRN
Edge Distance Shear ( toward edge), fRV
Edge Distance Shear (II to or away from edge),
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
0.70 0.76 0.85 0.70 0.89 0.72 1.00 0.78 0.70 0.81 0.72 0.85 0.75 0.89 0.78 0.94 0.81 1.00 0.85 0.92 0.95 1.00
0.60 0.69 0.80 0.60 0.86 0.63 1.00 0.70 0.60 0.74 0.63 0.80 0.67 0.86 0.70 0.91 0.74 1.00 0.80 0.90 0.93 1.00
0.18 0.30 0.45 0.53 0.72 0.84 1.00
0.46 0.54 0.18 0.64 0.22 0.69 0.32 0.18 0.82 0.37 0.22 0.90 0.45 0.27 1.00 0.53 0.32 0.60 0.37 0.72 0.45 0.91 0.58 1.00 0.63 0.72 0.84 1.00
fRVII 3-1/2 5-1/4
0.46 0.49 0.55 0.59 0.64 0.69 0.74 0.82 0.95 1.00
0.46 0.49 0.52 0.55 0.59 0.64 0.73 0.76 0.82 0.90 1.00
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HIT HY 150/HIT-ICE Adhesive Anchor
4.2.4 Adhesive Anchoring Systems Note: Tables apply for listed embedment depths. Reduction factors for other embedment depths must be calculated using equations below.
Load Adjustment Factors for 1/2" Diameter Anchor Anchor Diameter Adjustment Factor
Spacing (s)/Edge Distance (c), in.
Embedment Depth, in.
1-1/16 1-1/2 2 2-1/8 2-3/4 3 3-3/16 4 4-1/4 5 6 6-3/8 7 7-1/2 8-1/2 9 9-9/16 10 11 12-3/4
1/2" diameter Spacing Tension/Shear, fA
Edge Distance Tension, fRN
Edge Distance Shear ( toward edge), fRV
Edge Distance Shear fRVII
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
0.70 0.76 0.83 0.85 0.94 0.97 1.00
0.70 0.74 0.76 0.78 0.83 0.85 0.90 0.97 1.00
0.60 0.68 0.78 0.80 0.92 0.96 0.70 1.00 0.74 0.75 0.79 0.83 0.85 0.88 0.90 0.95 0.97 1.00
0.18 0.29 0.42 0.60 0.45 0.66 0.61 0.68 0.67 0.70 0.60 0.72 0.78 0.65 0.93 0.80 0.67 1.00 0.87 0.71 0.96 0.78 1.00 0.80 0.84 0.87 0.93 0.96 1.00
Spacing Tension/Shear
(II to or away from edge),
0.46 0.53 0.62 0.18 0.64 0.26 0.75 0.29 0.79 0.32 0.18 0.82 0.42 0.25 0.96 0.45 0.27 1.00 0.55 0.33 0.67 0.42 0.72 0.45 0.80 0.50 0.86 0.55 1.00 0.63 0.67 0.72 0.76 0.84 1.00
smin = 0.5 hef, scr = 1.5 hef
4-1/4 6-3/8
fA = 0.3 (s/hef) + 0.55 for scr>s>smin 0.46 0.51 0.53 0.55 0.62 0.64 0.70 0.79 0.82 0.87 0.92 1.00
Edge Distance Tension cmin = 0.5 hef, ccr = 1.5 hef fRN = 0.40 (c/hef) + 0.40 for ccr>c>cmin
0.46 0.51 0.52 0.56 0.62 0.64 0.68 0.70 0.76 0.79 0.82 0.84 0.90 1.00
Edge Distance Shear ( ⊥ toward edge) cmin = 0.5 hef, ccr = 2.0 hef fRV = 0.54 (c/hef) – 0.09 for ccr>c>cmin Edge Distance Shear (II to or away from edge) cmin = 0.5 hef, ccr = 2.0 hef fRVII = 0.36 (c/hef) + 0.28 for ccr>c>cmin
Load Adjustment Factors for 5/8" and 3/4" Diameter Anchors Anchor Diameter Adjustment Factor
5/8" diameter Spacing
Edge Distance
Edge Distance Shear
Edge Distance Shear
Spacing
Edge Distance
Edge Distance Shear
Edge Distance Shear
Tension/Shear,
Tension,
( toward edge),
(II to or away from edge),
Tension/Shear,
Tension,
( toward edge),
(II to or away from edge),
fA
Spacing (s)/Edge Distance (c), in.
Embedment Depth, in.
1-1/4 1-11/16 2 2-1/2 3 3-5/16 3-3/4 4 4-1/2 5 5-1/16 5-1/2 6 6-3/4 7-1/2 8 8-1/2 9 9-15/16 10 11-1/4 12 13-1/4 14 15 16 18 20
2-1/2
0.70 0.75 0.79 0.85 0.91 0.95 1.00
3/4" diameter
5
0.70 0.73 0.75 0.78 0.79 0.82 0.85 0.85 0.88 0.91 0.96 1.00
fRN 7-1/2 2-1/2
0.60 0.67 0.72 0.80 0.88 0.93 0.70 1.00 0.71 0.73 0.75 0.75 0.77 0.79 0.82 0.85 0.87 0.89 0.91 0.95 0.95 1.00
5
0.60 0.64 0.67 0.70 0.72 0.76 0.80 0.81 0.84 0.88 0.94 1.00
fRV 7-1/2 2-1/2
0.60 0.61 0.64 0.67 0.67 0.69 0.72 0.76 0.80 0.83 0.85 0.88 0.93 0.93 1.00
0.18 0.27 0.34 0.45 0.56 0.63 0.72 0.77 0.88 1.00
5
0.18 0.23 0.27 0.32 0.34 0.40 0.45 0.46 0.50 0.56 0.64 0.72 0.77 0.83 0.88 0.98 1.00
fRVII 7-1/2 2-1/2
0.18 0.20 0.23 0.27 0.27 0.31 0.34 0.40 0.45 0.49 0.52 0.56 0.63 0.63 0.72 0.77 0.86 0.92 1.00
0.46 0.52 0.57 0.64 0.71 0.76 0.82 0.86 0.93 1.00
5
0.46 0.50 0.52 0.55 0.57 0.60 0.64 0.64 0.68 0.71 0.77 0.82 0.86 0.89 0.93 1.00
fA 7-1/2 3-3/8 6-5/8
0.46 0.47 0.50 0.52 0.52 0.54 0.57 0.60 0.64 0.66 0.69 0.71 0.76 0.76 0.82 0.86 0.92 0.95 1.00
0.70 0.73 0.77 0.82 0.84 0.88 0.91 0.95 0.99 1.00
fRN 10
3-3/8 6-5/8
0.60 0.64 0.70 0.76 0.70 0.79 0.72 0.84 0.73 0.87 0.75 0.93 0.78 0.70 0.99 0.78 0.70 1.00 0.80 0.72 0.82 0.73 0.86 0.75 0.89 0.78 0.91 0.79 0.93 0.81 0.96 0.82 1.00 0.85 0.85 0.89 0.91 0.95 0.97 1.00
0.60 0.63 0.64 0.67 0.70 0.71 0.73 0.76 0.81 0.85 0.88 0.91 0.94 1.00
fRV 10
0.60 0.60 0.62 0.64 0.67 0.70 0.72 0.74 0.76 0.80 0.80 0.85 0.88 0.93 0.96 1.00
3-3/8 6-5/8
0.18 0.23 0.31 0.39 0.44 0.51 0.55 0.63 0.71 0.72 0.79 0.87 1.00
0.18 0.22 0.24 0.28 0.32 0.32 0.36 0.40 0.46 0.52 0.56 0.60 0.64 0.72 0.73 0.83 0.89 1.00
fRVII 10
0.18 0.18 0.21 0.23 0.27 0.32 0.34 0.37 0.40 0.45 0.45 0.52 0.56 0.63 0.67 0.72 0.77 0.88 1.00
3-3/8 6-5/8
0.46 0.49 0.55 0.60 0.63 0.68 0.71 0.76 0.81 0.82 0.87 0.92 1.00
0.46 0.48 0.50 0.52 0.55 0.56 0.58 0.61 0.65 0.69 0.71 0.74 0.77 0.82 0.82 0.89 0.93 1.00
10
0.46 0.46 0.48 0.50 0.52 0.55 0.57 0.59 0.60 0.64 0.64 0.69 0.71 0.76 0.78 0.82 0.93 1.00
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4.2.4
HIT HY 150/HIT-ICE Adhesive Anchor
Adhesive Anchoring Systems Note: Tables apply for listed embedment depths. Reduction factors for other embedment depths must be calculated using equations below.
Load Adjustment Factors for 7/8" Diameter Anchor Anchor Diameter Adjustment Factor
Spacing (s)/Edge Distance (c), in.
Embedment Depth, in.
1-7/8 2-1/2 3 3-3/4 4 4-1/2 5 5-5/8 6 6-1/2 7 7-1/2 8 8-1/2 9 9-15/16 10 11-1/4 12 14 15 16-7/8 18 20 22-1/2
7/8" diameter Spacing Tension/Shear, fA
Edge Distance Tension, fRN
Edge Distance Shear ( toward edge), fRV
Edge Distance Shear (II to or away from edge),
fRVII
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
0.70 0.75 0.79 0.85 0.87 0.91 0.95 1.00
0.70 0.71 0.73 0.75 0.78 0.79 0.81 0.83 0.85 0.87 0.89 0.91 0.95 0.95 1.00
0.60 0.67 0.72 0.80 0.83 0.88 0.93 0.70 1.00 0.71 0.72 0.74 0.75 0.76 0.78 0.79 0.82 0.82 0.85 0.87 0.92 0.95 1.00
0.60 0.61 0.64 0.67 0.70 0.72 0.75 0.77 0.80 0.83 0.85 0.88 0.93 0.93 1.00
0.60 0.61 0.63 0.65 0.67 0.68 0.70 0.72 0.75 0.76 0.80 0.83 0.90 0.93 1.00
0.18 0.27 0.34 0.45 0.49 0.56 0.63 0.72 0.77 0.85 0.92 1.00
0.18 0.20 0.23 0.27 0.32 0.34 0.38 0.41 0.45 0.49 0.52 0.56 0.63 0.63 0.72 0.77 0.92 1.00
0.18 0.20 0.22 0.25 0.27 0.29 0.32 0.34 0.39 0.39 0.45 0.49 0.58 0.63 0.72 0.77 0.87 1.00
0.46 0.52 0.57 0.64 0.66 0.71 0.76 0.82 0.86 0.90 0.95 1.00
Spacing Tension/Shear
7-1/2 11-1/4
smin = 0.5 hef, scr = 1.5 hef fA = 0.3 (s/hef) + 0.55 for scr>s>smin 0.46 0.47 0.50 0.52 0.55 0.57 0.59 0.62 0.64 0.66 0.69 0.71 0.76 0.76 0.82 0.86 0.95 1.00
Edge Distance Tension cmin = 0.5 hef, ccr = 1.5 hef fRN = 0.40 (c/hef) + 0.40 for ccr>c>cmin
0.46 0.47 0.49 0.50 0.52 0.54 0.55 0.57 0.60 0.60 0.64 0.66 0.73 0.76 0.82 0.86 0.92 1.00
Edge Distance Shear ( ⊥ toward edge) cmin = 0.5 hef, ccr = 2.0 hef fRV = 0.54 (c/hef) – 0.09 for ccr>c>cmin Edge Distance Shear (II to or away from edge) cmin = 0.5 hef, ccr = 2.0 hef fRVII = 0.36 (c/hef) + 0.28 for ccr>c>cmin
Load Adjustment Factors for 1" and 1 1/4" Diameter Anchors Anchor Diameter Adjustment Factor
Spacing (s)/Edge Distance (c), in.
Embedment Depth, in.
108
2-1/16 3 3-1/2 4-1/8 5 5-1/2 6 6-3/16 7-1/2 8-1/4 9 9-1/2 10 10-1/2 12 12-3/8 14 16-1/2 18 18-9/16 20 22-1/2 24 24-3/4 26 28 30
1" diameter
1 1/4" diameter
Spacing
Edge Distance
Edge Distance Shear
Edge Distance Shear
Spacing
Edge Distance
Edge Distance Shear
Edge Distance Shear
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⊥
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
0.70 0.77 0.80 0.85 0.91 0.95 0.99 1.00
0.70 0.73 0.75 0.77 0.78 0.82 0.85 0.88 0.90 0.91 0.93 0.99 1.00
0.60 0.69 0.74 0.80 0.88 0.93 0.98 0.70 1.00 0.73 0.75 0.77 0.78 0.79 0.80 0.84 0.85 0.89 0.95 0.99 1.00
0.18 0.30 0.37 0.60 0.45 0.64 0.56 0.67 0.63 0.69 0.70 0.70 0.60 0.72 0.76 0.64 0.89 0.80 0.67 1.00 0.84 0.69 0.86 0.71 0.88 0.72 0.91 0.74 0.98 0.79 1.00 0.80 0.85 0.93 0.98 1.00
0.46 0.54 0.59 0.18 0.64 0.24 0.72 0.27 0.76 0.30 0.80 0.32 0.18 0.82 0.40 0.24 0.93 0.45 0.27 1.00 0.50 0.30 0.53 0.32 0.56 0.35 0.60 0.37 0.70 0.43 0.72 0.45 0.83 0.52 1.00 0.63 0.70 0.72 0.78 0.89 0.96 1.00
fRVII
fA
8-1/4 12-3/8
0.46 0.50 0.52 0.54 0.55 0.61 0.64 0.67 0.69 0.72 0.74 0.80 0.82 0.89 1.00
0.46 0.50 0.52 0.54 0.56 0.57 0.59 0.63 0.64 0.69 0.76 0.80 0.82 0.86 0.93 0.98 1.00
6
0.70 0.73 0.76 0.80 0.83 0.85 0.86 0.93 0.96 1.00
12
fRN 15
6
0.60 0.63 0.68 0.73 0.77 0.70 0.80 0.70 0.81 0.74 0.70 0.90 0.76 0.72 0.95 0.78 0.73 1.00 0.79 0.74 0.80 0.75 0.81 0.76 0.85 0.79 0.86 0.80 0.90 0.83 0.96 0.88 1.00 0.91 0.92 0.95 1.00
12
0.60 0.61 0.65 0.68 0.70 0.72 0.73 0.75 0.80 0.81 0.87 0.95 1.00
fRV⊥ 15
0.60 0.62 0.64 0.65 0.67 0.68 0.72 0.73 0.77 0.84 0.88 0.90 0.93 1.00
6
0.18 0.23 0.28 0.36 0.41 0.45 0.47 0.59 0.65 0.72 0.77 0.81 0.86 1.00
12
0.18 0.19 0.25 0.28 0.32 0.34 0.36 0.38 0.45 0.47 0.54 0.65 0.72 0.75 0.81 0.92 1.00
fRVII 15
0.18 0.21 0.23 0.25 0.27 0.29 0.34 0.36 0.41 0.50 0.56 0.58 0.63 0.72 0.77 0.80 0.85 0.92 1.00
6
0.46 0.49 0.53 0.58 0.61 0.64 0.65 0.73 0.78 0.82 0.85 0.88 0.91 1.00
12
0.46 0.47 0.51 0.53 0.55 0.57 0.58 0.60 0.64 0.65 0.70 0.78 0.82 0.84 0.88 0.96 1.00
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15
0.46 0.48 0.50 0.51 0.52 0.53 0.57 0.58 0.62 0.68 0.71 0.73 0.76 0.82 0.86 0.87 0.90 0.95 1.00
HIT HY 150/HIT-ICE Adhesive Anchor
4.2.4 Adhesive Anchoring Systems
Resistance of HIT HY 150 to Chemicals1 Chemical
Behavior
Sulphuric acid
conc. 30% 10% conc. 10% conc. 10% conc. 10% conc. 10% conc. 10% conc. 10% 10% 40% 20% 5% conc. 5% 10% 10% 10% 2% 10% 10%
Hydrochloric acid Nitric acid Phosphoric acid Acetic acid Formic acid Lactic acid Citric acid Sodium Hydroxide (Caustic soda) Ammonia Soda solution Common salt solution Chlorinated lime solution Sodium hypochlorite Hydrogen peroxide Carbolic acid solution Ethanol Sea water Glycol Acetone Carbon tetrachloride Toluene Petrol/Gasoline Machine oil Diesel oil Key: – non-resistant 1
– • + • + – • + + • + – • + + + • + + • + + + + + + – – + + – – + • • • • limited resistance
+ resistant
HIT-ICE information unavailable as of this printing.
23°F
70°F
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.
Open Gel Time Table (Approximate)1 Base Material Temperature °F
°C
HIT HY 150 2
HIT-ICE
–10 0 23 32 41 68 86 104
–23 –18 –5 0 5 20 30 40
– – 25 min 18 min 13 min 5 min 4 min 2 min
1.5 hrs 1.5 hrs 40 min 26 min 11 min 4 min 1.5 min –
Final Cure Time Table (Approximate)1 Base Material Temperature °F
°C
HIT HY 150 2
HIT-ICE
–10 0 23 32 41 68 86 104
–23 –18 –5 0 5 20 30 40
– – 6 hrs 3 hrs 90 min 50 min 40 min 30 min
24 hrs 24 hrs 6 hrs 4 hrs 2 hrs 1 hrs 30 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). Influence of High Energy Radiation on HIT HY 1501
HIT HY 150
100°F
140°F
64% at 212°F
HIT-ICE 64% at 155°F
120 110 100 90 80 70 60 50 40 30 20 10 0
100% at 100°F
Allowable Bond Strength (% of load at 70°F)
Influence of Temperature on Bond Strength
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.”
180°F
Radiation Exposure2, 3
Detrimental Effect
< 10 Mrad
Insignificant
10 – 100 Mrad > 100 Mrad
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.
Full Use
Moderate
Restricted Use Frec. = 0.5 Fperm.
Medium to strong
220°F
Base Material Temperature (°F)
Recommendation for Use
No recommendation for use
1 HIT-ICE information is unavailable. 2 Mrad = Megarad 3 Dosage over a life span.
Long-term creep test at 176°F for HIT HY 150 is also available; contact Hilti Technical Services.
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HIT HY 150/HIT-ICE Adhesive Anchor
Adhesive Anchoring Systems
4.2.4.4 Installation Instructions HAS, Rebar and Insert Installation Instructions
1. Drill anchor hole with a carbide bit. Contact Hilti for use of Diamond Core bits.
2. Clean hole with wire brush. Proper hole cleaning is essential.
3
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 covering threaded projection.
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.
2 1
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.
Rod
9
9. Insert rod. Twist during installation.
10
11
10. Fastener may be adjusted during specified gel time.
11. Do not disturb anchor between specified gel time and cure time.
10
11
Insert
9
2 ≤Tmax ≤ Tmax
12. Apply specified torque as required to secure items to be fastened. Do not exceed maximum torque specified.
2 ≤Tmax ≤T
max
9. Insert threaded insert. Twist during installation.
10. Fastener may be adjusted during 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 maximum torque specified.
10
11
12
10. Fastener may be adjusted during specified gel time.
11. Do not disturb anchor between specified gel time and cure time.
Rebar
9
9. Insert rebar. Twist during installation.
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12. Apply specified torque as required to secure items to be fastened. Do not exceed maximum torque specified.
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HIT HY 150/HIT-ICE Adhesive Anchor
4.2.4 Adhesive Anchoring Systems
HIT HY 150/HIT-ICE Volume Charts Threaded Rod & HIT-TZ Rod Installation Rod Drill Bit1 Adhesive Volume Diameter Diameter Required per Inch (in.) (in.) of embedment (in 3) 1/4 3/8 1/2 5/8 3/4 7/8 1 1-1/4
5/16 7/16 9/16 11/16 13/16 24mm 1-1/16 1-1/2
0.055 0.095 0.133 0.184 0.232 0.272 0.366 0.918
Metric Rebar Installation (Canada Only)
Rebar Installation Rod Diameter (in.) #3 or 3/8 #4 or 1/2 #5 or 5/8 #6 or 3/4 #7 or 7/8 #8 or 1 #9 or 1-1/8 #10 or 1-1/4 #11 or 1-3/8
Drill Bit1 Adhesive Volume Diameter Required per Inch (in.) of embedment (in3) 1/2 5/8 3/4 7/8 1 1-1/8 1-3/8 1-1/2 1-9/16
Bar Drill Bit1 Diameter Diameter
0.110 0.146 0.176 0.218 0.252 0.299 0.601 0.659 0.547
Example: Determine approximate fastenings for 5/8" rod embedded 10" deep.
Note: Usable volume of:
10 x 0.184 = 1.84 in3 of adhesive per anchor
• HIT HY 150 refill pack is 16.5 in3 (270ml).
• HIT HY 150 small cartridge: 16.5 ÷ 1.84 ≈ 9 fastenings
• HIT-ICE is 15 in3 (243 ml)
10M 15M 20M 25M 30M 35M
14 mm 3/4" 24 mm 1-1/8" 37 mm 1-9/16"
Adhesive Volume Required per Inch of embedment (in3) 0.101 0.176 0.268 0.309 0.644 0.480
• HIT HY 150 jumbo cartridges is 81.8 in3 (1340 ml).
• HIT HY 150 jumbo cartridge: 81.8 ÷ 1.84 ≈ 45 fastenings • HIT-ICE cartridge: 15.0 ÷ 1.84 ≈ 8 fastenings
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.
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4.2.4
HIT HY 150/HIT-ICE Adhesive Anchor
Adhesive Anchoring Systems
4.2.4.5 Ordering Information HIT Adhesives Item No.
Description
Contents
00371292 00371957 00305713
HIT-ICE (10 oz) 297 ml HY 150 (11.1 oz) 400 ml HY 150 Jumbo (47.3 oz) 1400 ml
1 Cartridge, 1 Mixer 1 Refill Pack, 1 Mixer w/ filler tube 4 Cartridges, 4 Mixers
HIT Dispensers
BD2000 Battery Dispenser
Battery Powered Dispenser Item No.
Description
00335288
BD2000 Battery Dispenser Kit Complete
MD1000 Dispenser
Manual Dispensers Item No.
Description
00371291 00229154 00229170
MD1000 Dispenser for HIT-ICE Cartridges MD2000 Dispenser + 1 refill holder for HIT HY refill packs Refill Holder Replacement for MD2000, BD 2000 or P-3000HY dispensers
P-3000HY Pneumatic Dispenser
HIT-ICE Cartridge
HY 150 Refill Pack HY 150 Jumbo Cartridge
MD2000 Dispenser
P-8000HY Pneumatic Dispenser
Pneumatic Dispensers Item No.
Description
00255032 00373959 00373960
HIT P-3000HY Pneumatic Dispenser, + 1 refill holder for HIT HY refill packs HIT P-8000 Pneumatic Dispenser (for Jumbo cartridges) Jumbo pack holder replacement fo HIT P-8000 Dispenser
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HIT HY 150/HIT-ICE Adhesive Anchor
4.2.4 Adhesive Anchoring Systems
4.2.4.5 Ordering Information HIT Filler Tube
HIT-HY Mixer (Large)
HIT-ICE Mixer
HIT-M Mixer (Small)
Mixers & Filler Tubes Item No.
Description
00068156 00337111 00371290 00063799 00063994 00063995
HIT-M, Mixer for HY 150 HIT-RE-M Static Mixer, Large HY 150 HIT-M2 for HIT-ICE Filler Tube 3/8" x 8" Filler Tube 1/2" x 11-1/2" Filler Tube 1/2" x 17-1/2"
Wire Brush
Qty/Pkg
1 1 1 1 1 1
Notes
For use with small HIT HY 150 refill packs For use with Jumbo cartridges For use with HIT-ICE cartridges Attach filler tube to small mixer to fill deeper holes Attach filler tube to large mixer to fill deeper holes Attach filler tube to large mixer to fill deeper holes
Air Nozzle
Hole Cleaning Accessories Item No.
Description
00063964 00255781 00255782 00059893 00255783 00255784 00003206
Air Nozzle (Length 24") Wire Brush 3/8" (for 7/16" to 1/2" holes) Wire Brush 1/2" (for 9/16" to 5/8" holes) Wire Brush 5/8" (for 11/16" to 3/4" holes) Wire Brush 3/4" (for 13/16" to 15/16" holes) Wire Brush 1" (for 1" to 1-1/8" holes) Flat Wire Brush (for > 1-1/8" holes)
Qty/Pkg
1 1 1 1 1 1 1
Wire brushes are required for all applications using HY 150/HIT-ICE Adhesive, except HIT-TZ rod fastenings.
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4.2.4
HIT HY 150/HIT-ICE Adhesive Anchor
Adhesive Anchoring Systems
HAS-E Threaded Rods HAS-E ISO 898 Class 5.8 Item No. 333184 333185 333183 333186 333187 333188 333189 333190 333191 333192 333193 333194 333197 333195 333196
HAS-E Description 38-3 38-438 38-518 38-8 38-12 12-318 12-412 12-612 12-8 12-10 12-12 58-8 58-9 58-12 58-17
HAS-E Description 34-10 34-11 34-12 34-14 34-17 34-19 34-21 34-25 78-10 78-13 1-12 1-14 1-16 1-20 114-16 114-22
Qty/Pkg 10 10 20 10 10 10 10 20 10 10 10 20 10 10 10
HAS-E ISO 898 Class 5.8 Item No. 333201 333198 333202 333203 333204 333205 333206 333207 333208 333209 333210 333211 333212 333213 333214 333215
Qty/Pkg 10 10 10 10 10 10 10 10 10 10 4 2 2 2 4 2
HAS Super, HAS Stainless Steel Rods, HIS and HIS-R Stainless Steel Inserts3 Description
HAS Super 3 Item No.
3/8" x 5-1/8" 1/2" x 6-1/2"
00068657 00068658
5/8" x 7-5/8"
HAS 304 SS2,3 Item No.
Qty/Box
HIS Description
HIS Insert Item No.
HIS-R 316 SS Insert Item No.
Qty/Box
00068675 00068676
10 10
3/8" x 4-1/4" 1/2" x 5"
00258020 00258021
00258029 00258030
10 5
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.
HIT-TZ and HIT-RTZ Rods HIT-TZ & HIT-RTZ Description 3/8" x 2-7/8" / 1" 1/2" x 3-1/2" / 1-1/2" 5/8" x 4" / 2-1/4" 3/4" x 5-1/4" / 2-1/4"
Item No. HIT-TZ 00337484 00337485 00337486 00337484
Item No. HIT-RTZ 00337498 00337499 00337500 00337501
Qty/Box 40 24 16 8
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www.us.hilti.com US www.ca.hilti.com Canada 114
Hilti, Inc. (US) 1-800-879-8000 I Product Technical Guide 2004 I Hilti (Canada) Corporation 1-800-363-4458
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