HomeMy WebLinkAboutWTR2703214_4r
CITY OF RENTON TRACKING NO. 5_0
Transmittal of Shop Drawing or Submittal
For. -
Hazen Reservoir
CONTRACTOR: T BAILEY INC.
RH2 Job No.: REN 105.049
Item covered by this submittal: HILTI Concrete Anchors
Refer to the following attachment(s) for a detailed description of the item.
Applicable specification section(s): 5.11
® First Submittal OR ❑ Resubmittal No.
® This item is as specified OR ❑ This item is a substitution/or equal
❑ Supplier/Subcontractor certifies:
❑ Conforms to contract
❑ Minor deviations as specifically noted
❑ Major deviations as specifically noted
Review Priority: ❑ 1 ❑ 2 ❑ 3 Due Date:
Notes to Engineer::
Date Received by Contractor:
Contractor Comments:
Date Returned to Subcontractor/Supplier:
Deviations Specifically Noted:
11/26/2007 2:48 PM
J:\Data\REN\105-049\SDC\Submittals\Submitta1005 - Concrete Anchors.doc
Date Received by RH2 Engineering: 11/16/07 Date Returned to Contractor: 11/26/07
Engineer's Comments:
® Reviewed ❑ Revise and Resubmit
❑ Rejected ❑ Furnish as Corrected
Corrections or comments made on the shop drawings during this
review do not relieve contractor from compliance with
requirements of the drawings and specifications. This check is
only for review of general conformance with the design concept
of the project and general compliance with the information given
in the contract documents. The contractor is responsible for:
confirming and correlating all quantities and dimensions;
selecting fabrication processes and techniques of construction;
coordinating his work with that of all other trades; and performing
his work in a safe and satisfactory manner.
RH2 ENGINEERING, INC.
Date: 11 /26/07 By: Jon Conner
I I , _ ' a, 1'\I isAData\REN\105-049\SDC\Submittals\Submitta1005 - Concrctc.Anchors.doc
Submittal #05
Hazen Reservoir
Renton, WA - Job #878
111-12 Engineering, Inc.
City of Renton
Project #: WTR-27-3214
5.11 Concrete Anchors
HILTI HY-150 submitted per specifications
General Contractor:
T BAILEY, INC.
12441 Bartholomew, Rd.
Anacortes, WA 98221
Voice 360) 293-0682
Fax 360) 293-3893
Supplier:
Hilti
Bellevue, WA
Voice 800-879-8000
Fax 800-879-7000
It is hereby certified that this equipment/material is in compliance with the contract
drawings and specifications, coordination with other work on the job, and dimensional
suitability.
T BAILEY, INC. By �� Date 11/16/07
JIT HY 150 Adhesive Anchor System - Hilti USA Pagel of 2
For more information, contact Hilti at (866) 445-8827.
Catalog Adhesive & Mechanical Anchoring Chemical HIT HY 150 and HY 150 MAX Adhesive Anchor System
HIT HY 150 Adhesive Anchor System
Fast curing two part adhesive used in solid based concrete applications.
Features and Benefits
Fast curing
Provides high productivity and fast threaded rod usage
ICBO AC58, ASTM E 1512 testing
Allows for usage in damp holes
ICBO AC58, ASTM E 1512 testing
Allows for usage in seismic regions
Combinable with HVU
Allows for underwater installations
NSF Standard 61 approval
Allows for use in potable water
High load values for threaded rod or rebar
Allowing for a broad range of applications
Virtually odor free
Allows for continuous work in confined areas
Contains no hazardous chemicals
Insures worker safety as well as easy storage and transportation
No expansion forces on concrete
Allows usage in applications with small edge distance and/or anchor spacing
Large 37 oz. or 11.1 oz. cartridges for high volume or small to medium sized projects
Provide customer flexibility
Applications
For fastening into solid base material such as concrete, grout and stone,
Description Item No. Price / Package
(Click on name of product below for technical details) Package quantity
I ., 11 ----- 1-*ice! -— --n- -� '-- - �r-_-- - =- - ,_._ :--.on A KT/-T7 TT%--l01 11 ii4i)nm
.Adhesive Anchoring Systems
4.2.5 HIT-ICE/HIT HY 150 Adhesive Anchor
4.2.5 HIT-ICE/HIT HY 150
4.2.5.1 Product Description
4.2.5.2 Material Specifications
4.2.5.3 Technical Data
4.2.5.4 Installation Instructions
4.2.5.5 Ordering Information
HIT -ICE Cartridge
HY 150 Refill Pack
Listinas/ADDrovals
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
4.2.5.1 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 230F (-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.
HIT-ICE/HY 150 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-ICE/HY
150 hybrid adhesive. Please refer to
section 4.2.3 for details on HIT-TZ. With
the combination of HIT-ICE/HY 150 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).
HIT -ICE Mixer HIT -ICE Cartridge
.JIM
Mixing Nozzle HY 150 Refill Pack
t�--
Product Features of HIT ICE/HY 150
HIT -ICE Dispenser
• Seismic qualified per ICC-ES AC58
(HY 150 only)
• Small edge distance and anchor
spacing allowance
• Mixing tube provides proper
mixing and accurate dispensing
of mixed resin
• Contains no styrene; virtually
odorless
• Cures quickly over a large range of
base material temperatures
• Excellent weathering resistance;
high temperature resistance
• High load capacities
• HIT -ICE has equivalent load perfor-
mance to HIT HY 150
138 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 ~www.ca.hilti.com I Product Technical Guide 2006
MEMO ON
Adhesive Anchoring Systems
Guide Specifications
Master Format Section:
03250 (Concrete accessories)
Related Sections:
03200 (Concrete Reinforcing)
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
HIT-ICE/HIT HY 150 Adhesive Anchor 4.2.5
separate. Containers shall be designed
to accept static mixing nozzle which
thoroughly blends component A and
component B and allows injection
directly into drilled hole. Only injection
tools and static mixing nozzles as
recommended by manufacturer shall be
used. Manufacturer's instructions shall
be followed. Injection adhesive shall be
formulated to include resin and hardener
to provide optimal curing speed as well
as high strength and stiffness. Typical
curing time at 68°F shall be 50 minutes
for HIT HY 150 and 1 hour for HIT -ICE.
Injection adhesive shall be HIT HY 150
or HIT -ICE, as furnished by Hilti.
Anchor Rods shall be furnished with
chamfered ends so that either end will
accept a nut and washer. Alternatively,
anchor rods shall be furnished with a 45
degree chisel point on one end to allow
for easy insertion into the adhesive -filled
hole. Anchor rods shall be manufactured
to meet the following requirements: 1.
ISO 898 Class 5.8 2. ASTM A 193,
Grade B7 (high strength carbon steel
anchor); 3. AISI 304 or AISI 316 stainless
steel, meeting the requirements of
ASTM F 593 (condition CW).
Special order length HAS Rods may
vary from standard product.
Nuts and Washers shall be furnished to
meet the requirements of the above
anchor rod specifications.
Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.ca.hilti.com I Product Technical Guide 2006 139
Adhesive Anchoring Systems
4.2.5 HIT-ICE/HIT HY 150 Adhesive Anchor
4.2.5.2 Material Specifications
Material Properties for Cured Adhesive
HY
150
HIT -ICE
Compressive Strength ASTM C 579 (HY 150) DIN 53454 (HIT -ICE)
71.8 MPa
10,420 psi
72 MPa
10,440 psi
Tensile Strength ASTM C 307 (HY 150) DIN/EN 527-1 (HIT -ICE)
15.9 MPa
2310 psi
12 MPa
1740 psi
Flexural Strength ASTM C 580
29.3 MPa
4250 psi
—
—
Modulus of Elasticity ASTM C 307
7032 MPa
1.02 x 106 psi
—
—
Water Absorption ASTM D 570 (HY 150) DIN 53495 (HIT -ICE)
0.12%
0.12%
2.4%
2.4%
Electrical Resistance DINNDE 0303T3 (HY 150) DINNDE 0303T3 (HIT-ICE)l
200110HNVcm
5.1x101101111l
2x1011OHM/in.
5.1x101101-IM/m.
Material
Standard HAS-E rod material meets the requirements of ISO 898 Class 5.8
f,
ksi (MPa)
min.f,
ksi (MPa)
58 (400) 72.5 (500)
High Strength or'Super HAS' rod material meets the requirements of ASTM A 193, Grade 67
105
(724)
125
(864
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304/316) Condition CW 3/8" to 5/8"
65
(448)
100
(689)
Stainless HAS rod material meets the requirements of ASTM F 593 (AISI 304/316) Condition CW 3/4" to 1-1/4"
45
(310)
85
(586)
HIS Insert 11 MnPb30+C Carbon Steel conforming to DIN 10277-3
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 orAISI 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.
4.2.5.3 Technical Data
HIT-ICE/HY 150 Installation Specification Table for HAS Rods
HAS Rod Size in.
3/8
1/2
5/8
Details (mm)
(9.5)
(12.7)
(15.9)
(19.1)
(22.2)
(25.4)
(31.8)
a. ,i;:..`; •:;';
n
t
r�
f1
dhit bit diameter 1,2
in.
7/16
9/16
11/16
13/16
24mm
1-1/16
1-1/2
hef = hnom
in.
3-1/2
4-1/4
5
6-5/8
7-1/2
8-1/4
12
std. depth of embed.3
(mm)
(90)
(110)
(125)
(170)
(190)
(210)
(305)
h
r.,
Tm All
hf>_ h„m„
ft lb
18
30
75
150
175
235
400
max. Hilt
(Nm)
(24)
(41)
(102)
(203)
(237)
(319)
(540)
ft Ib
15
20
50
105
125
165
280
tighening Threaded
hd < h„m.,
torque Rods
(Nm)
(20)
(27)
(68)
(142)
(169)
(224)
(375)
1 Use matched tolerance carbide tipped
bits.
hef = h,p,,,
in.
5-1/2
6-1/4
7
8-5/8
9-1/2
10-1/2
15
h
2 For Hilti matched tolerance carbide
minimum
(mm)
(140)
1 (160)
(180)
1 (220)
(240)
(270)
(380)
tipped drill tilts, see section 8.4.1
1.0 hef+
1.0 hef+
1.0 hef+
1.0 hef+
1.0 hef+
1.0 hef+
1.0 hef+
base material
3 Data available for varying embedments;
thickness4
h�, h m
in.
2
2
2
2
2
2-1/4
3
see Load Tables.
(mm)
(51)
(51)
(51)
(51)
(51)
(57)
(76)
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.
Approximate number of fastenings at standard embedment
PP 9S
HIT-ICE/HY 150 Small Refill Pack
45/50
28/31
16/18
9/10
7/8
5/6
2/2
HY 150 Jumbo Cartridge
236
145
85
45
38
29
7
140 Hilti, Inc. (US) 1-800-879-8000 I www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.ca.hilti.com I Product Technical Guice 2006
`�.Adhesive Anchoring Systems
MV
HIT-ICE/HIT HY 150 Adhesive Anchor 4.2.5
HIT ICE/HY 150 Installation Specification Table for HIS Inserts
HIS Insert in.
3/8
1/2
5/8
3/4
Details (mm)
(9.5)
(12.7)
(15.9)
(19.1)
dbit bit diameter'
in.
11/16
7/8
1-1/8
1-1/4
h,q,n std. depth
in.
4-1/4
5
6-5/8
8-1/4
of embed.
(mm)
(110)
(125)
(170)
(210)
Zm useable thread
In.
1
1-3/16
1-1/2
2
length
(mm)
(25)
(30)
(40)
(50)
T= Max. tightening
ft-lb
18
35
80
160
torque
(Nm)
(24)
(47)
(108)
(217)
h min. base material
in.
6-3/8
7-1/2
10
12-3/8
thickness
(mm)
(162)
(191)
(254)
(314)
Recommended Hilti
TE 6,16,
TE 16, 25,
TE 46,56
Rotary Hammer Drill
25,35
1 35,46,
76
1 For Hilti matched tolerance carbide tipped drill bits, see section 8,4.1.
HIT ICE/HY 150 Installation Specification Table for Rebar in Concrete
�� ''II �� �I ��' � I1111nNII�gV�■
,
AF
Rebar Size:
ails
]dbj,:
No. 3
No. 4
No. 5
No. 6
No. 7
No. 8 No. 9
No.10
No. 11
bitdiametert.2
in.
1/2
5/8
3/4
7/8
1
1-1/8 1-3/8
1-1/2
1-9/16
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.
HIT ICE/HY 150 Installation Specification Table for
Metric Rebar in Concrete (Canada Only)
Rebar Number:
10M
15M
20M 25M
30M
35M
dint: bit diameter'. 2
14 mm
3/4"
24mm
1-1 /8"
37mm
1 1-9/16"
1 Rebar diameters may vary. Ise 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
Iv d 5/3 ud )5/3
s 1.0 (Ref. Section 4.1.8.3)
Nre\
Hilti, Inc. (rIS) 1-800-879-8000 1 w .us.hilti.com I en espannl -800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 1 w�v.oa.hilti.com I Prod.ict Terhniul Guide 2006 141
Adhesive Anchoring Systems
4.2.5 HMICEMIT HY 150 Adhesive Anchor
HIT-ICE/HY 150 Allowable and Ultimate Bond/Concrete Capacity for HAS Rods in Normal -Weight Concrete1,2,3
HIT-ICE/HIT HY 150 Allowable Bond/Concrete Capacity
HIT_-ICE/HIT HY 150 Ultimate
Bond/Concrete Capacity
Tensile
Shear
Tensile
Shear
f', = 2000 psi
f'o = 4000 psi
f'= 2000 psi
f', = 4000 psi
f2000 psi
f't = 4000 psi
f'c = 2000 psi
f, = 4000 psi
Anchor
Embedment
Diameter
Depth
(13.8 MPa)
(27.6 MPa)
(13.8 MN
(27.6 MPa)
(13.8 MPa)
(27.6 MPa)
(13.8 MPa)
(27.6 MPa)
in (mm)
in (mm)
lb (kN)
lb (kN)
lb (kN)
lb (M)
lb (kN)
lb (M)
lb (M)
lb (kN)
1-3/4
720
1265
1395
1970
2710
4750
4175
5900
(44)
(3.2)
(5.6)
(6.2)
(8.8)
(12.1)
(21.1)
(18.6)
(26.2)
3/8
3-1/2
1895
2705
3335
4715
7120
10160
10000
14140
(9.5)
(89)
(8.4)
(12.0)
(14.8)
(21.0)
(31.7)
(45.2)
(44.5)
(62.9)
5-1/4
2635
2800
6120
8655
9880
10510
18360
25960
(133)
(117)
(12.5)
(27.2)
(38.5)
(44.0)
(46.8)
(81.7)
(115.5)
2-1/8
1220
1575
1980
2800
4580
5910
5940
8400
(54)
(5.4)
(7.0)
(8.8)
(12.5)
(20.4)
(26.3)
(26.4)
(37.4)
1/2
4-1/4
2725
3935
5150
7280
10220
14760
15440
21840
(12.7)
(108)
(12.1)
(17.5)
(22.9)
(32.4)
(44.5)
(65.7)
(68.7)
(97.1)
6-3/8
4300
5295
9455
13375
16140
19860
28360
40120
(162)
(19.1)
(23.6)
(42.1)
(59.5)
(71.8)
(88.3)
(126.2)
(178.5)
2-1/2
1620
1985
2460
3480
6090
7460
7380
10440
(64)
(7.2)
(8.8)
(10.9)
(15.5)
(27.1)
(33.2)
(32.8)
(46.4)
5/8
5
4395
5250
7350
10390
16480
19690
22040
31160
(15.9)
(127)
(19.6)
(23.4)
(32.7)
(46.2)
(73.3)
(87.6)
(98.0)
(138.6)
7-1/2
6025 1
8225
13495
19080
22595
30850
40480
57240
(191)
(26.8)
(36.6)
(60.0)
(84.9)
(100.5)
(137.2)
(180.0)
(254.6)
3-3/8
2365
3925
5435
7680
8870
14720
16295
23040
(86)
(10.5)
(17.5)
(24.2)
(34.2)
(39.5)
(65.5)
(72.5)
(102.5)
3/4
6-5/8
4655
8885
12270
17355
17460
33330
36800
52060
(19.1)
(168)
(20.7)
(39.5)
(54.6)
(77.2)
(77.7)
(148.3)
(163.7)
(231.6)
10
9515
12140
22755
32180
35695
45530
68260
96540
(254)
(42.3)
(54.0)
(101.2)
(143.1)
(158.8)
(202.5)
(303.6)
(429.4)
3-3/4
3080
4800
6705
9480
11555
18000
20105
28430
(95)
(13.7)
(21.4)
(29.8)
(42.4)
(51.4)
(80.1)
(89.4)
(126.5)
7/8
7-1/2
7845
11020
15960
22575
29430
41000
47880
67720
(22.2)
(191)
(34.9)
(49.0)
p1.0)
(100.4)
(130.9)
(182.3)
(213.0)
(301.2)
11-1/4
13330
16645
29330
41475
49990
62425
87980
124420
(286)
(59.3)
(74.0)
(130.5)
(184.5)
(222.4)
(277.7)
(391.4)
(553.4)
4-1/8
3445
4865
8265
11685
12920
18250
24790
35050
(105)
(15.3)
(21.6)
(36.8)
(52.0)
(57.5)
(81.2)
(110.3)
(155.9)
1
8-1/4
8330
11635
19690
27840
31250
43640
59060
83520
(25.4)
(210)
(37.1)
(51.8)
(87.6)
(123.8)
(139.0)
(194.1)
(262.7)
(371.5)
12-3/8
15540
19525
36170
51150
58280
73220
108500
153440
(314)
(69.1)
(86.85)
(160.9)
(227.5)
(259.3)
(325.7)
(482.6)
(682.5)
6
4645
7000
14760
20870
17430
26265
44280
62610
(152)
(20.7)
(31.1)
(65.7)
(92.8)
(77.5)
(116,8)
(197.0)
(278.5)
1-1/4
12
15490
20770
38615
54610
58085
77900
115840
163820
(31.8)
(305)
(68.9)
(92.4)
(171.8)
(242.9)
(258.4)
(346.5)
(515.3)
(728.7)
15
19210
26815
53960
76315
72040
100560
161880
228940
(381)
(85.5)
(119.3)
(240.0)
(339.5)
(320.5)
(447.3)
(720.1)
(1018.4)
1 Influence factors for spacing and/or edge distance are 2 For hef >_ h. average ultimate concrete shear capac- 3 All values based on holes drilled Wth carbide bit (see
applied to concrete/bond values above, and then ity based on Concrete Capacity Design (CCO) method. section 8.4.1) and cleaned with wire brush.
compared to the steel value. The lesser of the values For he, < hnw average ultimate concrete shear values
is to be used for the design. based on testing.
142 HiR1 Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.ca.hilti.com I Product Technical Guide 2006
Adhesive Anchoring Systems
HIT-ICE/HIT HY 150 Adhesive Anchor 4.2.5
Allowable Steel Strength for HAS Rods'
Rod
HAS-E Standard
HAS Super
HAS SS
Diameter
ISO 898 Class 5.8
ASTM A 193 B7
AISI 304/316 SS
in.
Tensile
Shear
Tensile
Shear
Tensile
Shear
mm
lb
lb kN
lb kN
lb k
lb kN
lb kN
3/8
2640
1360
4555
2345
3645
1875
(9.5)
(11.7)
(6.0)
(20.3)
(10.4)
(16.2)
(8.3)
1/2
4700
2420
8100
4170
6480
3335
(12.7)
(20.9)
(10.8)
(36.0)
(18.5)
(28.8)
(14.8)
5/8
7340
3780
12655
6520
10125
5215
(15.9)
(32.7)
(16.8)
(56.3)
(29.0)
(45.0)
(23.2)
314
10570
5445
18225
9390
12390
6385
(19.1)
(47.0)
(24.2)
(81.1)
(41.8)
(55.1)
(28.4)
7/8
14385
7410
24805
12780
16865
8690
(22.2)
(64.0)
(33.0)
(110.3)
(56.9)
(75.0)
(38.6)
1
18790
9680
32400
16690
22030
11350
(25.4)
(83.6)
(43.0)
(144.1)
(74.2)
(98.0)
(50.5)
1-1/4
29360
15125
50620
26080
34425
17735
(31.8)
(130.6)
(67.3)
(225.2)
(116.0)
(153.1)
(78.9)
1 Steel strength as defined in AISC Manual of Steel Construction (ASD):
Tensile = 0.33 x F. x Nominal Area
Shear = 0.17 x F. x Nominal Area
Ultimate Steel Strenqth for HAS Rods'
Rod
HAS-E Standard
HAS Super
HAS SS
Diameter
ISO 898 Class 5.8
ASTM A 193 B7
All 304/316 SS
in.
Yield
Tensile
Shear
Yield
Tensile
Shear
Yield
Tensile
Shear
(nm)
lb (kit
Ib (kM
lb (kN)
lb (kM
lb (kM
lb (kN)
lb (kN)
lb (kN)
lb (kN)
3/8
4495
6005
3605
8135
10350
6210
5035
8280
4970
(9.5)
(20.0)
(26.7)
(16.0)
(36.2)
(43.4)
(27.6)
(22.4)
(36.8)
(22.1)
1/2
8230
10675
6405
149DO
18405
11040
9225
14720
8835
(12.7)
(36.6)
(47.5)
(28.5)
(66.3)
(79.0)
(49.1)
(41.0)
(65.5)
(39.3)
5/8
13110
16680
10010
23730
28760
17260
14690
23010
13805
(15.9)
(58.3)
(74.2)
(44.5)
(105.6)
(125.7)
(76.8)
(65.3)
(102.4)
(61.4)
3/4
19400
24020
14415
35120
41420
24850
15050
28165
16800
(19.1)
(86.3)
(106.9)
(64.1)
(156.2)
(185.7)
(110.5)
(66.9)
(125.3)
(75.2)
7/8
26780
32695
19620
48M
56370
33825
20775
38335
23000
(22.2)
(119.1)
(145.4)
(87.3)
(215.7)
(256.9)
(150.5)
(92.4)
(170.5)
(102.3)
1
35130
42705
25625
63600
73630
44180
27255
50070
30040
(25.4)
(156.3)
(190.0)
(114.0)
(282.9)
(337.0)
(196.5)
(121.2)
(222.7)
(133.6)
1-1/4
56210
66730
40035
101755
115050
69030
43610
78235
46940
(31.8)
(250.0)
1 (296.8)
(178,1)
1 (452.6)
(511.8)
(307.1)
(194.0)
(348.0)
(208.8)
1 Steel strength as defined In AISC Manual of Steel Construction 2nd Ed. (LRFD):
Yield = Fy x Tensile Stress Area
Tensile = 0.75 x F, x Nominal Area
Shear = 0.45 x F, x Nominal Area
HIM, Inc. (US) 1-800-879-8000 1 www.us.hlltl.com I en espanol 1-800-879-5000 1 l (Canada) Corp. 1-800-363-4458 1 www.ca.hilti.com I Product Technical Guide 2006 143
Adhesive Anchoring Systems
4.2.5 HIT ICEMIT HY 150 Adhesive Anchor
HIT ICE/HY 150 Allowable Bond/Concrete Capacity and Steel Strength
for HIS Carbon Steel and HIS-R Stainless Steel Internally Threaded Inserts
HITACE/HY 150 Allowable
Allowable Bolt Strengthl,2
Anchor
Diameter
in. (mm)
Bond/Concrete Capacity
Tensile Shear
Embedment Pc >2000 psi f'c >_2000 psi
Depth (13.8 MPa) (13.8 MPa)
in. (mm) lb (kM lb (kN)
ASTM A 325
Carbon Steel
ASTM F 593
Stainless Steel
Tensile
lb (kN) I
Shear
lb (kM
Tensile
lb (kN)
Shear'
lb (kM
3/8
(9.5)
1/2
(12.7)
5/8
(15.9)
314
(19.1)
4-1/4
(108)
5
(127)
6-5/8
(168)
8-1/4
(210)
2750
(12.2)
4195
(18.7)
6700
(29.8)
7855
(34.9)
1605
(7.1)
3040
(13.5)
4575
(20.4)
6305
(28.0)
4370
(19.4)
7775
(34.6)
12150
(54.0)
17495
(77.8)
2250
(10.0)
4005
(17.8)
6260
(27.8)
9010
(40.1)
3645
(16.2)
6480
(28.8)
10125
(45.0)
12395
(55.1)
1875
(8.3)
3335
(14.8)
5215
(23.2)
6385
(28.4)
HIT-ICE:/HY 150 Ultimate Bond/Concrete Capacity and Steel Strength
for HIS Carbon Steel and HIS-R Stainless Steel Internally Threaded Inserts
HIT-ICE/HY 150 Ultimate
Ultimate Bolt Strengthl,2
Anchor
Diameter
in. (mm)
Embedment
Depth
in. (mm)
Bond/Concrete Ca aci
Tensile
f'c �2000 psi
(13.8 MPa)
lb (kN)
Shear
f'c >_2000 psi
(13.8 MPa)
lb (kM
ASTM A 325
Carbon Steel
ASTM F 593
Stainless Steel
Tensile
lb W I
Shear'
III (kN)
Tensile
lb (kN) I
Shear
lb (kN)
3/8
9.5)
1/2
(12.7)
4-1/4
(108)
5
(127)
11000
(48.9)
16790
(74.7)
6425
(28.6)
12170
(54.1)
9935
(44.2)
17665
(78.6)
5960
(26.5)
10600
(47.2)
8280
(36.8)
14720
(65.5)
4970
(22.1
8835
(39.3)
5/8
15.9)
3/4
(19.1)
6-5/8
(168)
8-1/4
(210)
26795
(119.2)
31430
(139.8)
18310
(81.5)
25215
(112.2)
27610
(122.8)
39760
(176.9)
16565
(73.7)
23855
1 (106.1)
23010
(102.4)
28165
(125.3)
13805
(61.4)
16900
1 Steel values in accordance with AISC
ASTM A 325 bolts: Fy = 92 ksi , F. =120 ksi
ASTM F 593 (AISI 304/316): F, = 65 ksi, F, =100 ksi for 3/8" thru 5/8"
F, = 45 ksi, F, = 85 ksi for 3/4"
Allowable Load Values Ultimate Load Values
Tension = 0.33 x F, x k. Tension = 0.75 x F x k.
Shear = 0.17 x F. x A,,,, Shear = 0.45 x F. x A,,,,,
2 Use lower value of either bond/concrete capacity or steel strength.
144 HIM, Inc. (US)1-800-879-8000 1 www.us.hilti.com I an espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.ca.hilti.com I Prcduct Technical Guide 2006
Adhesive Anchoring Systems
HIT ICE/HIT HY 150 Adhesive Anchor 4.2.5
HIT ICE/HY 150 Allowable and Ultimate Bond/Concrete Capacity for HAS Rods
Installed in Lightweight Concrete 3000 psi (207 MPa)2
Anchor
Diameter
in. (mm)
Embedment
Depth
in. (mm)
Allowable Bond/Concrete Capacityl
lb kN
Ultimate Bond/Concrete Capacity
lb
Tensile
Shear
Tensile
Shear
1-3/4 (44)
745 (3.3)
1285 (5.7)
2980 (13.3)
5150 (22.9)
3/8 (9.5)
3-1/2 (89)
1220 (5.4)
1580 (7.0)
4920 (21.9)
6320 (28.1)
2-1 /8 (54)
975 (4.3)
2130 (9.5)
3900 (17.3)
8520 (37.9)
1 /2 (12.7)
4-1/4 (108)
1210 (5.4)
2910 (12.9)
4840 (21.5)
11640 (51.8)
5/8 (15.9)
2-1/2 (63)
1200 (5.3)
2480 (11.0)
4800 (21.4)
9920 (44.1)
3/4 (19.1)
3-3/8 (86)
1760 (7.8)
4000 (17.8)
7040 (31.3)
15985 (71.1)
1 Influence factors for spacing and/or edge distance are applied to allowable 2 All values based on holes drilled with matcned ielerance caroiee uppeu uu (see seL;-
concrete/bond values above, and then compared to the allowable steel value (See ton 8.4.1) and cleaned with a wire brush.
page 99). The lesser of these values is to be used for design.
HIT ICE/HY 150 Allowable Bond/Concrete Capacity for Sill Plate Applications
Allowable Loads for Attachment of Sill Plates to V, = 2000 PSI Normal Weight Concrete
with HIT ICE/HY 1501
Anchor
Diameter
in. (mm)
Embedment
Depth
in. (mm)
Edge
Distance
in. (mm)
Tension
lb (kN)
Shear lb (M)
Load it to Edge
Load L to Edge
1/2 (12.7)
4-1/4 (108.0)
1-3/4 (44.5)
1280 (5.3)
1445 (6.4)
400 (1.8)
2-3/4 (69.9)
1800 (8.1)
2100 (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)
Allowable Loads for Attachment of Sill Plates to top of grout filled block wall with HIT ICE/HY 1501
Anchor
Diameter
in. (mm)
Embedment
Depth
in. (mm)
Edge
Distance
in. (mm)
Tension
lb (kN)
Shear Ib (kN)
Load II to Edge
Load -L to Edge
1/2 (12.7)
4-1/4 (108.0)
1-3/4 (44.5)
1395 (6.2)
1425 (6.3)
560 (2.5)
2-3/4 (69.9)
1-3/4 (44.5)
1795 (8.0)
2085 (9.3)
1110 (4.9)
5/8 (15.9)
5 (127.0)
1840 (8.2)
1800 (8.0)
680 (3.0)
2-3/4 (69.9)
1965 (8.7)
3070 (13.7)
1110 (4.9)
1 Loads are based on concrete or masonry failure. Steel strength must be checked separately. Values based on safety factor of 4.0
sr , r�.. ,� r,-«sue. , .. ,.c�;.au�a`F 4, ... ..!":gym? �...�.. _sc�."; q'c�;'h•a�"�-�,« -. -..:. ,., _. ,.
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Adhesive Anchoring Systems
4.2.5 HIT-ICE/HIT HY 150 Adhesive Anchor
HIT ICE/HY 150 Allowable Loads for Threaded Rods in Grout -Filled Concrete Masonry Units
(ASTM C 90 Block)', 2, 3, 4
INTO
2
safe e.r.
Anchor Diameter
in. (mm)
Embedment Depth
in. (mm)
Distance from Edge
Tensions
Shear lb (kN)5
in. (MM)
lb (kN)
HAS-E
HAS Super
HAS SS
3/8
(9.5)
3-1/2
(88.9)
4
(101.6)
1550
(6.9)
1360
( 6.0)
2020
(9.0)
1875
( 8.3)
>12 (304.8)
1/2
(12.7)
4-1/4
(108)
4
(101.6)
1785
(7.9)
2020
( 9.0)
2020
( 9.0)
2020
( 9.0)
>12 (304.8)
2420 (10.8)
4170 (18.5)
3335
(14.8)
518
(15.9)
5
(127)
4
(101.6)
2265
(10.1)
2020
( 9.0)
2020
( 9.0)
2020
( 9.0)
>12 (304.8)
3780 (16.8)
5625 (25.0)
5215
(23.2)
3/4
(19.1)
6-5/8
(168.3)
4
(101.6)
3740
(16.6)
2020
( 9.0)
2020
( 9.0)
2020
( 9.0)
>12 (304.8)
5445 (24.2)
5625 (25.0)
5625
(25.0)
HIT ICE/HY 150 Ultimate Loads for Threaded Rods in Grout -Filled Concrete Masonry Units
(ASTM C 90 Block)' 2, 3, 4
Anchor Diameter
in. (mm)
Embedment Depth
in. (mm)
Distance from Edge
in. (MM)
Tension lb (kN)5
Shear lb (kN)5
HAS-E
HAS Super
HAS SS(30ASb)
HAS-E
HASSuper
HAS SS
3/8 (9.5)
3-1/2 (88.9)
4 (101.6)
6005 (26,7)
6200 (27.6)
6200 (27.6)
3605 (16.0)
6210 (27.6)
4970 (22.1)
>12 (304.8)
1/2 (12.7)
4-1/4 (108)
4 (101.6)
7140 (31.8)
7140 (31.8)
7140 (31.8)
6405 (28.5)
8075 (35.9)
8075 (35.9)
>12 (304.8)
11040 (49.1)
8835 (39.3)
5/8 (15.9)
5 (127)
4 (101.6)
9060 (40.3)
9060 (40.3)
9060 (40,3)
8075 (35.9)
8075 (35.9)
8075 (35.9)
>12 (304.8)
10010 (44.2)
17260 (76.8)
13805 (61.4)
3/4 (19.1)
6-5/8 (168.3)
4 (101.6)
14970 (66.6) 14970 (66.6)
14970 (66.6)
8075 (44.2)
8075 (35.9)
8015 (35.9)
>12 (304.8)
14415 (64.1)
22500 (100.11
16800 (75.2)
1 Values are for lightweight, medium welgnt or normal welgm concrete rrkwillY urrlrs w vamra IV[ cuyc U'.-r-ra ucwrwi .
conforming to ASTM C 90 with 2000 psi grout conforming to ASTM C 476, linear interpolation.
2 Embedment depth is measured from the outside face of the concrete masonry unit. 5 Loads are based on the lesser of bond strength, steel strength or base material
3 Values are for anchors located in the grouted cell, head joint, bed joint, "T" joint; strength.
cross web or any combination of the above.
146 Hild, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espaiiol 1-800-879-5000 1 Hilt! (Canada) Corp. 1-800-363-4458 1 www.ca.hilti.com I Product Technical Guide 2006
HIT-ICE/HIT HY 150 Adhesive Anchor 4.2.5
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)
05.8) (19.1)
hnom
in.
3-1/2
4-1/4
5
6-5/8
(mm)
(90)
(110)
(125)
(170)
h= = standard embedment depth
Edge Distance for Shear and Tension:
Grout Filled, Normal Weight and Lightweight Block
Cu = 12 in. (305 mm) minimum from free edge
c_, = 4 in. (102 mm) minimum from free edge
Anchor Spacing for Shear and Tension:
Grout Filled, Normal Weight and Lightweight Block
s , = smin = One (1) anchor per cell, or 8 in. (203mm) minimum
li
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Adhesive Anchoring Systems
4.2.5 HIT-ICE/HIT HY 150 Adhesive Anchor
HIT-1('P/Hv tso Ultimate Bond Strenath and Steel Strength for Rebar in Concrete
Concrete Compressive Strength
Grade 60 Rebar
t', = 2000 psi 0 3.8 MPa)
I Ic = 4000 psi (27.6 MPa)
Nominal
Rebar
Size
Embed.
Depth
in. (mm)
Ultimate Embed. to
Bond Develop Yield
Strength Strength'
lb (M) in. (mm)
Embed. to
Develop Tensile
Strength'
in. (mm)
Ultimate
Bond
Strength
lb (M)
Embed. to
Develop Yield
Strength'
in. (mm)
Embed. to
Develop Tensile
Strength'
in. (mm)
Yield
Strength
lb (kN)
Tensile
Strength
lb (M)
1-1/2
2500
3800
(38)
11.1)
3-3/4
(95.3)
5-1/2
(139.7)
(16.9)
2-3/4
(69.9)
4-1/4
(108.0)
6600
(29.4)
9900
(44.0)
3-1/2
(89)
6300
(28.0)
8200
(36.5)
7
(178)
12600
(56.0)
16500
(73.4)
2
(51)
4200
(18.7)
5-1/2
(139.7)
8
(203.2)
6000
(26.7)
11800 4-1/4
(52.5) (108.0)
6-1/4
(158.8)
12000
(53.4)
18000
(80.1)
4
102
9000
40.0)
23600
8
18000
(203)
(80.1)
(105.0)
2-1/2
56M
6900
64)
(24.9)
7
(177.8)
10-1/4
(260.4)
(30.7)
177,10 5-1/4
(78.7) (133.4)
35300
(157.0)
8
(203.2)
18600 27900
(82.7) (124.1)
5
127)
13500
(60.1)
10
(254)
27000
(120.1)
3-1/2
10200
12800
90
(45.4)
8-1/2
(215.9)
12-3/4
(323.9)
(56.9)
6-1/2
(165.1)
9-3/4
(247.7)
26400 39600
(117.4) (176.2)
7
(178)
22100
(98.3)
28900
(128.6)
14
44200
57700
(356)
(196.6)
(256.7)
3-3/4
10700
15800
#7
(95)
(47.6)
10
(254.0)
15
(381)
(70.3)
7-3/4
(196.9)
11-1/2
(292.1)
36000
(160.1)
54000
(240.2)
7-1/2
(190)
27100
(120.E
35300
(157.0)
15
54200
70700
(380)
(241.1)
(314.5)
4
14100
18100
102
(62.7)
11-3/4
(298.5)
17-1/2
(444.5)
(80.5)
9
(228.6)
13-1/2
(342.9)
47450
(211.1)
71100
(316.3)
8
(204)
32500
(144.6)
42400
(188.6)
16
65000
84800
(408)
(289.1)
(377.2)
5
16700
21800
(127)
74.3
12-3/4
(323.9)
19
(482.6)
(97.0)
10
(254.0)
15-314
(400.1)
60000
(266.9)
90000
(400.4)
10
(254)
47400
(210.9
61800
274.9
18
(457)
85300
(379.4)
111300
(495.1)
#10
6
(152)
23300
(103.6)
15-1/2
(393.7)
23
(584.2)
32400
(144.1)
12
(304.8)
17-3/4
(450.9)
76200
(339.0)
114300
(508.5)
12
(304)
59600
(265.1)
77700
(345.6)
20
(508)
99300
(441.7)
129600
(576.5)
#11
7
(178)
32000
(142.3)
17-1/4
(438.2)
26
(660.4)
41300
183.7
13-1/2
(342.9)
20
(508.0)
93600
(416.4)
140400
(624.6)
14
356)
75800
(337.2)
99000
(440.4)
20
(508)
108400
(482.2)
141400
(629.0)
1 Based on comparison or average unlmare aanesive oono test values vejsus n11111nul I I ylt;IU anU uiun m c « �u �„y,,, -•- • - - - • -- --
148 Hilti, Inc. (US)1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilt (Canada) Ccrp. 1-800-363-4458 1 www.ca.hilti.com I Product Technical Guide 2006
Adhesive Anchoring Systems
HIT-ICE/HIT HY 150 Adhesive Anchor 4.2.5
HIT ICEJHY 150 Bond Strength and Steel Strength for Metric Rebar in Concrete (Canada Only)', a, e
HIT -ICE Tensile Bond Strength 2, 3, 4
Strength Properties of Metric Rebar 2,3
f'e =14 MPa
f'c = 28
MPa
fy = 400
MPa
Ultimate
Allowable
Ultimate
Allowable
Yield
Tensile
Rebar
Embedment
Size
Depth
Bond
Bond
Bond
Bond
Strength
Strength
(mm)
(kN)
(kN)
(kN)
(kN)
(kN)
(kN)
10M
40
11.1
2.8
16.9
4.2
(#3)
90
28.0
7.0
36.5
9.1
40
60
180
56.0
14.0
73.4
18.3
15M
65
24.9
6.2
30.7
7.7
(#5)
130
60.1
15.0
78.7
19.7
80
120
250
120
30.0
157
39.2
20M
90
45.4
11.3
56.9
14.2
(#6)
180
98.3
24.6
129
32.2
120
180
355
197
49.2
257
64.2
25M
100
62.7
15.7
80.5
20.1
(#8)
200
145
36.2
189
47.2
200
300
405
289
72.2
377
94.2
30M
125
74.3
18.6
97.0
24.2
(#9)
250
211
52.8
275
68.8
280
420
455
379
94.8
495
124
35M
180
142
35.5
184
46.0
(#11)
355
337
84.2
440
110
400
600
510
482
120
629
157
1 For anchoring to grout -filled block or bond beams, please refer to page 102 of this
HIT-ICE/HY 150 Injection Adhesive System section.
2 Use lesser value of bond strength or rebar's steel strength for tensile capacity.
3 Actual tensile bond test data developed for imperial -sized rebar. Yield and ultimate
rebar strengths are for metric sizes.
4 Test data developed for hammer -finned noses. For diamond cored noes, cdn[adl
Hilti Engineering.
5 For anchoring spacing and edge distance guidelines, please refer to page 106 of
this HIT-ICE/HY 150 Injection Adhesive Anchor section.
Hilti, Inc. (US) 1-800-879-8000 I www.us.hilti.com I en espanol 1-800-879-5000 I Hini (Canada) Corp. 1-800-363-4458 1 www.ca.hilti.com I Product Technical Guide 2006 149
Adhesive Anchoring Systems
• Adhesive Anchor
Anchor Spacing and Edge Distance Guidelines in Concrete for HIT-ICE/HY 150
IM
Note: Tables apply for listed
embedment depths. Reduction
factors for other embedment
depths must be calculated
using equations below.
Spacing Tension/Shear
Smin = 0.5 hat, Scr = 1.5 het
fA = 0.3 (s/hef) + 0.55
for scr>S>smin
Edge Distance Tension
Cmin = 0.5 her, Ccr = 1.5 het
fRN = 0.4(c/hef) + 0.40
for Ccr>C>Cmin
Edge Distance Shear
(1 toward edge)
Cmin = 0.5 hef, Ccr = 2.0 hef
fRV1 = 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
fRV2 = 0.36(C/hef) + 0.28
for Ccr>C>Cmin
Anchor Spacing Adjustment Factors
s = Actual spacing
Smin = 0.5 haf
Scr = 1.5 hef
haf = Actual embedment
1.5 ------Scr- - - - - --
I
I
Shear & Tension
1.0
S
I
he, I
0.5 Smin
I
I I
I I
I )
0
0 .2 .4 .6 .8 1.0
Anchor Spacing Adjustment Factor
(fA)
Edge Distance Adjustment Factors
c = Actual edge distance
Cmin = 0.5 hef
Ccr = 1.5 hef Tension
= 2.0 haf for Shear
hef = Actual embedment
Scr
I
Shear (1 to Edge) I
I
15 Ccr
c
________
Shear II 1.0 her min
Tension
0.5
I I I I
I I I I
I I I I
I I I I
0
0 .2 .4 .6 .8 1.0
Edge Distance Adjustment Factor
OR", f.)
Load Adjustment Factors for 3/8" Diameter Anchor
Anchor
Diameter
3/8" diameter
Adjustment
Factor
Spacing
Tension/Shear,
fA
Edge Distance
Tension,
frw
Edge Distance Shear
(1 toward edge),
fRV1
Edge Distance Shear
(ll to or away from edge),
fRV2
Embedment
Depth, in.
1-3/4
3-1/2
5-1/4
1-314
3-1/2
5-1/4
1-3/4
3-1/2
5-1/4
1-3/4
3-1/2
5-1/4
7/8
0.70
0.60
.,
_:
0.18
0.46
z;
1-1/4
0.76
0.69
_-
-
0.30
z
M
0.54
1-3/4
0.85
0.70
0.80
0.60
0.45
0.18
0.64
0.46
2
0.89
0.72
0.86
0.63
s -'
0.53
0.22
" ;
0.69
0.49
2-5/8
1.00
0.78
0.70
1.00
0.70
0.60
0.72
0.32
0.18
0.82
0.55
0.46
2
3
0.81
0.72
0.74
0.63
0.84
0.37
0.22
0.90
0.59
0.49
t
3-1/2
0.85
0.75
0.80
0.67
1.00
0.45
0.27
1.00
0.64
0.52
0.89
0.78
0.86
0.70
0.53
0.32
0.69
0.55
w
0.94
0.81
0.91
0.74
0.60
0.37
0.74
0.59
1.00
0.85
1.00
0.80
0.72
0.45
0.82
0.64
F/2
0.92
0.90
0.91
0.58
0.95
0.73
0.95
0.93
1.00
0.63
1.00
0.76
1.00
1.00
0.72
0.82
9
0.84
0.90
10-1 /2
11.00
150 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.ca.hilti.com I Product Technical Guide 2006
HIT-ICE/HIT HY 150 Adhesive Anchor 4.2.5
Load Ao'ustment Factors for 1/2" Diameter Anchor
1/2" diameter
ffAdjustment
Spacing
TenslDNShear,
fA
Edge Distance
Tension,
ISM
Edge Distance Shear
Il toward edge),
fnvl
Edge Distance Shear
(11 to or away from edge),
firm
2-1/8
4-1/4 6-3/8
2-1/8
4-1/4 6 3!8
2-1/8
4-1/4
6 3/8
2-1/8
4-1/4
6-3/8
1-1/16
0.70
0.60
0.18
0.29
0.46
0.53
L
1-1/2
0.76
0.68
2
0.83
0.78
0.42
0.18
0.62
'. -
2-1/8
0.85
0.70
0.80
0.60 0.45
0.64
0.46
2-3/4
0.94
0.74
0.92
0.66
0.61
0.26
0.75
0.51
3
0.97
0.76
0.96
0.68
0.67
0.29
0.79
0.53
3-3/16
1.00
0.78
0,70
1.00
0.70
0.60 0.72
0.32
0.18
0.82
0.55
0.46
m
4
0.83
0.74
038
0.65 0.93
0.42
0.25
0.96
0.62
0.51
4-1/4
0.85
0.751
0.80
0,67 1.00
0.45
0.27
1,00
0.64
0.52
5
0.90
0.791
0.87
D.71
0.55
0.33
0.70
0.56
W
6
0.97
0.831
10.96
0.78
0.67
10421
0.79
0.62
H
6-3/8
1.00
0.85
11.00
0.80
0.72
0.45
0.82
0.64
7
0.88
0.84
0.80
10.501
0.87
0.68
R
7-1/2
0.90
0.87
0.86
0.551
0.92
0.70
8-1/2
0.95
0.93
1.00
0.631
1.00
0.76
9
0.97
0.96
0.671
0.79
9-9/16
1.00
1.00
0.72
0.82
10
0.76
0.84
11
0.84
0.90
12-3/4
11.00
1.00
Note: Tables apply for listed
embedment depths. Reduction
factors for other embedment
depths must be calculated
using equations below.
Spacing Tension/Shear
smin = 0.5 hey Scr = 1.5 het
fA = 0.3 (s/he1) + 0.55
for scr>S>Smin
Edge Distance Tension
CnNn = 0.5 hen cc, = 1.5 het
fRN = 0.4(c/hef) + 0.40
for c,>c>cnOn
Edge Distance Shear
(1 toward edge)
Cnrin = 0.5 hei, C,r = 2.0 he}
fRV1 = 0.54(c/hef) - 0.09
for Ccr>C>Cmin
Edge Distance Shear
(II to or away from edge)
Cmin = 0.5 het, ccr = 2.0 hef
fRv2 = 0-36(c/h f) + 0.28
for ccr>c>cmin
Load Adjustment Factors for 5/8" and 3/4" Diameter Anchors
Anchor
Diameter
5/8" diameter
3/4" diameter
Adjustment
Spacing
Edge Distance
Edge Distance Shear Edge Distance Shear
Spacing
Edge Distance
Edge Distance Shear
Edge Distance Shear
Factor
Tension/Shear.
Tension.
(1 toward edge), (11 to or away from edge),
Tension/Shear,
Tension,
ff1N
(.L toward edge),
fm
(II to or away from edge),
ffrue
fA
faN
frnn fW2
fA
Embedment
P-1/2
5
7-112 2-12
5
7-1/2
2-12
5 1
7-1/2
2-1/2
5
7.1/2 3-3/8 1
6-5/8
10 3-3/8
6.5/8
10
3-3/8
6-5/8
10
3-3/8
5-5/8 10
Depth,
in.
1-1/4
0.70
0.60
0.18
0.46
f
_L
;-
0.67
0.27
# ,
0,52
0.70
10.60
0.18 `
r
0.46
1-11/16
0.75
-�
�. _,
0.34_
-
2
0.79
0.72
0.57
=.� 0.73__
0 64
-
0.23
-
0 49
0.18
;f
_
2-1/2
0.85
0.70
x 0.80
0.60
"
0.45
0.64
0.46
0.77
0.70
0.31
0.55
3
0.91
0.73
0.88
0.64
0.56
0.23
0.71
0.50
,
0.82
;
0.39
0.60
0.76
3-5/16
0,95
035
' `
0.93
0.67
�..'
0.63
0.27
0.76
0.52
'
0.84
0.70
X` 0.79
0.60
0.44
0.18
D.63
0.46
3-3/4
1.00
0.78
0.70
1.00
0.70
,
0.60
0.72
0.32
0.18
0.82
0.55
0.46
0.88
0 72
0.84
0.63
0.51
0.22
� . , 0.68
48
0.50
4
0.79
0.71
0.79
0.61
0.77
0.34
0.20
0.86
0.57
0.47
0.91
0 73
-_- 0.87
0.64
0.55
0.24
_ 0.71
0.5C
41/2
0.82
0.73
0.76
0.64
0.88
0.40
0.23
0.93
0.60
0.50
0,95
0.75
0.93
0 67
-. . �
0.63
0.28
` 0.76
0.52
5
0.85
0.75
0.80
6.67
1.00
0.45
0.27
1.00
0.64
0.52
0.99
0.78
0.70 0.99
0.70
0.60
0.71
0.32
0.18 0.81
0.55 0.46
5-1/16
0.85
0.75F0.81
0.67
0.46
0.27
0.64
0.52
1.00
0.78
0.70 1.00
0.71
0.60
0.72
0.32
0.18 0.82
0.56 0.46
5-1/2
0.88
0.77
0.84
0.69
0.50
0.31
0.68
0.54
0.80
0.72
0.73
0.62
0.79
0.36
0.21 0.87
0.58 0.48
6
0.91
0.79
0.88
0.72
0.56
0.34
0.71
0.57
0.82
0.73
0.76
0.64
0.87
0.40
0.23 0.92
0.61 0.50
6-3/4
0.96
0.82
0.94
0.76
0.64
0.40
0.77
0.60
0.86
0.75
0.81
0.67
1.00
0.46
0.27 1.00
0.65 0.52
a
7-1/2
1.00
0.85
1.00
0.80
0.72
0.45
0.82
0.64
0.89
0.78
0.85
0.70
0.52
0.32
0.69 0.55
H
8
0.87
0.83
0.77
0.49
0.86
6.66
0.91
0.79
0.88
0.72
0.56
0.34
0.71 0.57
8-1/2
0.89
Q.85
0.83
0.52
0.89
0.69
0.93
0.81
0.91
0.74
0.60
0.37
0.74 0.59
9
0.91
0.88
0.88
0.56
0.93
0.71
0.96
0.82
0.94
0.70
0.64
0.40
0.77 0.60
9-15/16
0.95
0.93
0,98
0.63
1.00
0.76
1.00
0.85
1.00
0.80
0.72
0.45
0.82 0.64
10
0.95
0.93
1.00
0.63
0.76
0.85
0.80
0.73
0.45
82 0.64
0WOO
11-1/4
1.00
1.00
0.72
0.82
0.89
0.85
0.83
0.52
12
0.77
0.86
0.91088
08913-1/4
0.86
0.92
0.95
0.93
1.00
0.63.76
14
0.92
0.95
0.97
0.96
0.671
10.78
15
1.00
1.00
1.00
1.00
0.72
0.82
0.77
10.86
16
:#'
0.88
10.93
18
1
F
F
1.00
1.00
120
1
Hiti, Inc. (US)1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 f Hilti (Canada) Corp. 1-800-363-4458 1 www.ca.hilti.com I Product Technical Guide 2006 151
Ada
4.2.5 HIT-ICE/HIT HY 150 Adhesive Anchor
Load Adjustment Factors for 7/8" Diameter Anchor
Anchor 7/8" diameter
Diameter
Adjustment
Factor
Spacing
Tension/Shear,
fA
Edge Distance
Tension,
fRN
Edge Distance Shear
(1 toward edge),
fRw
Edge Distance Shear
of to or away from edge),
fRy2
Embedment
Depth, in.
3-314
7-1/2
11-1/4
3-3/4
7-1/2 11-1/4
3-314
7-1/2
11-1/4
3-3/4
7-1/2
11-1/4
1-7/8
0.70
0.60
0.18
0.46
0.52
ii
,;-
2-1/2
0.75-
0.67
0.27
3
0.79
0.72
-M 0.34
0.57
0.18 0,64
0.46
.3.'
3-3/4
0.85
0.70
0.80
0.60 0.45
4
0.87
0 71
"
0.83
0.61
0.49
0.20
0.66
0.47
4-1/2
0.91
0.73
0.88
0.64
0.56
0.23
0.71
0.50
5
0.95
0.75
0.93
0.67
0.63
0.27
0.76
0.52
' ;
5-5/8
1.00
0.78
0.70
1.00
0.70
0.60
0.72
0.32
0.18 0.82
0.55
0.46
6
0.79
0.71
0.72
0.61
0.77
0.34
0.20 0.86
0.57
0.47
6-1/2
0.81
0.72
0.75
0.63
0.85
0.38
0.22
0.90
0.59
0.49
7
0.83
0.74
0.77
0.65
0.92
0.41
0.25
0.95
0.62
0.50
7-1/2
0.85
0.75
0.80
0.67
1.00
0.45
0.27
1.00
0.64
0.52
8
0.87
0.76
0.83
0.68
0.49
0.29
0.66
0.54
8-1/2
0.89
0.78
0.85
0.70
0.52
6.32
0.69
0.55
9
0.91
0.79
0.88
0.72
0.56
0.34
0.71
0.57
R
9-15/16
0.95
0.82
0.93
0.75
0.63
0.39
0.76
0.60
N
10
0.95
0.82
0.93
0.76
0.63
0.39
0.76
0.60
11-1/4
1.00
0.85
1.00
0.80
0.72
0.45
0.82
0.64
12
0.87
0.83
10.77
0.49
10.86
0.66
14
0.92
0.90
10.92
0.58
10.95
0.73
15
0.95
0.93
1.00
0.63
11.00
0.76
16-7/8
1.00
1.00
0.72
0.82
18
0. 77
0.86
20
0.87
0.92
22-1 /2
1.00
1.00
Note: Tables apply for listed
embedment depths. Reduction
factors for other embedment
depths must be calculated
using equations below.
Spacing Tension/Shear
Smin = 0.5 hef, so
r = 1.5 her
fA = 0.3 (s/hei) + 0.55
for sor>s>sTdn
Edge Distance Tension
Cmin = 0.5 hef, cor = 1.5 her
fRN., = 0.4(c/h j + 0.40
for cor>c>crrnn
Edge Distance Shear
(.L toward edge)
Cmio = 0.5 hef, eor = 2.0 her
fRN, = 0.54(c/het) - 0.09
for cer>c>cffgn
Edge Distance Shear
(II to or away from edge)
Crrtin = 0.5 het, cot = 2.0 her
fRv2 = 0.36(c/he,) + 0.28
for Ccr>C>Crnin
Load Adjustment Factors for 1 " and 1 1/4" Diameter Anchors
Anchor
1" diameter
1 1/4' diameter
Diameter
Adjustment
Spacing
Edge Distance
Edge Distance Shear
Edge Distance Shear
Spacing
Edge Distance
Edge Distance Shear
Edge Distance Shear
Factor
Tension/Shear,
Tension,
(1 toward edge),
(II to or away from edge)
Tension/Shut,,
Tension,
(L toward edge),
fm
01 to or away from edge)
fRrz
fA
fRN
fRw
fW2
fA
fRN
Embedment
4-1/8
8-1/4
12-38
4-1/8
8-1/4
12-318
4-1/8
8-1/4
12-3/8
4-VB
8-1/4
12-3/8
6 1
12 15
6
12
15
6
12
15
6
12
15
De th, in.
2-1/16
0.70
f " 0.60
4 Ri i
.,
018
3
0 77
0.69
_ 0 30
0.70
�.
0.60i
0.18
0.46
0.23
3-1/2
0 80
0.74
0 37
0.73J0.760
0.63
0.494-1/8
0.70 ` 0.80
.,. , 0,45
0.18
0.85
0.60
7,46
0.760.68
0 28
0.53
5
0.91
0.73
0.88
0.6-4
0.56
0.24
0.800.73
0 36
0.58-1/2
0.95
0.75
'r
0.93
0.67
; 0.63
0.27
0.830.77
0.410.61
6
0.99
0 77
-°'
0.98
0.69
="
0.70
0.30
0.85
0.80
0.60
0.45
0.18
0.646-3/16
1.00
0 78
0 70
1.00
0.70
0.60
0.72
0.32
0.18
0,82
0.55
0.46
0.860.81
0.61
.
0.47
0.19
0.65
0.47
IF
7-1/2
0.82
0.73
0.76
0.64
0.89
0.40
0.246.93
0.61
0.50
0.930.90
0.65
0,60
0.59
0.25
0.18
0.73
0.51
0.46
8-1/4
0.85
0.75
0.80
0.67
1.00
0.45
0.27
1.00
0.64
0.52
0.960.95
0.68
0.62
0.65
0.28
0.21
0.78
0.53
0.48
9
0.88
0.77
0.84
0.69
0.50
0.30
0.67
0.54
1.00
0.78
0.73
1.00
0.70
0.64
0.72
0,32
0.23
0.82
0.55
0.50
9-1/2
6. 00
0.78
0.86
0.71
0.53
0.32
0.69
0.56
0.79 JV74
0.72
0.651
0.77
0.34
0.25
0.85
0.57
0.51
10
0.91
0.79
0.88
0.72
0.56
0.35
0.72
0.57
0.80
0.75
0.73
0.67
0.81
0.36
0.27
0.88
0.58
0.52
C.M10-1/2
0.93
0.80
0.91
0.74
0.60
0.37
0.74
0.59
0.81
0.76
0.75
0.68
0.86
0.38
0.29
0.91
0.64
0.53
w
12
0.99
0.84
0.98
0.79
0.70
0.43
0.80
0.63
0.85
0.79
0.80
0.72
1.00
0.45
0.34
1.00
0.64
0.57
12-3/8
1.00
0.85
1.00
0.80
0.72
0.45
0.82
0.64
0.86
0.80
0.81
0.73
0.47
0.36
0.65
0.58
A
14
0.89
0.85
0.83
0.52
0.89
0.69
0.90
0.83
0.87
0.77
0.54
0.41
0.70
0.62
y
16-1/2
0.95
0.93
1.00
0.63
1.00
0.76
0.96
0.88
0.95
0.84
0.65
0.50
0.78
0.68
18
0.99
0.98
.70
0.80
1:00
0.91
1.00
0.88
0.72
0.56
' 0.82
0.71
18-9/16
1.00
1.00
0.72
0.82
0.92
0.90
0.75
0.58
0.84
0.73
20
0.78
0.8fi
0.95
0.93
0.81
0.63
0.88
0.76
22-1/2
0.89
0.931
1.00
1.00
0.92
0.72
0.96
0.82
24
0.96
0.98
1,0010.77
1.00
0.86
24-3/4
1.00
1.00
0.85
0.87
26
0.85
10.90
0.92
0.95
28
1.00
11.001
30
' -% , : MMWN', 4 ,24*.,;!,'� . . v..;:..;c- 4� '?k' R.,= P, 'v' ?'T�#4. t 'z rz `: ,'M'v : act::?.•. ... _ ..r..,.: - ,•`; '.. :__1
152 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.ca.hilti.com I Product Technical Guide 2006
HIT-ICEMIT HY 150 Adhesive Anchor 4.2.5
Resistance of HIT-ICE/HY 150 to Chemicals
Chemical
Behavior
Sulphuric acid
cone.
30%
10%
-
•
+
Hydrochloric acid
conc.
10%
•
+
Nitric acid
conc.
10%
-
•
Phosphoric acid
cons.
10%
+
+
Acetic acid
conc.
10%
•
+
Formic acid
cone.
10%
-
•
Lactic acid
cone.
10%
+
+
Citric acid
10%
+
Sodium Hydroxide
(Caustic soda)
40%
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
Ethanol
-
Sea water
+
Glycol
+
Acetone
-
Carbon tetrachloride
-
Toluene
+
Petrol/Gasoline
•
Machine oil
•
Diesel oil
•
Key: - non-resistant + resistant • ilmitea resistance
Influence of Temperature on Bond Strength
120
110
100
90
"-
H
o IT HY 150
80
c
70
o HIT -ICE
m w
s
60
0
o
a 5
50
u1 a
40
`n N
8
30
io `m
20
10
0
23°F
70'F 100°F 140°F 1e0°F 220°F
Base Material Temperature ('F)
Samples of the HIT-ICE/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".
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 HIT -ICE, HY 150 to be
used where it would be exposed to the "Partially Resistant"
chemical compounds.
Open Gel Time Table (Approximate)'
Base Material Temperature
HIT HY 1502
HIT -ICE
°F
°C
-10
-23
-
1.5 hrs
0
-18
-
1.5 firs
23
-5
25 min
40 min
32
0
18 min
26 min
41
5
13 min
11 min
68
20
5 min
4 min
86
30
4 min
1.5 min
104
40
2 min
-
Final Cure Time Table (Approximate)'
Base Material Temperature
HIT HY 1502
HIT -ICE
°F
°C
-10
-23
-
-
36 hrs
0
-18
24 hrs
23
-5
6 hrs
6 hrs
32
0
3 hrs
4 hrs
41
5
90 min
2 hrs
68
20
50 min
1 hrs
86
30
40 min
30 min
104
40
30 min
-
1 Product temperatures must be maintained above 41-F (5-Q. witn 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° Q.
Influence of High Energy Radiation on HIT HY 1501
Radiation
Detrimental
Recommendation
Exposure2.3
Effect
for Use
< 10 Mrad
Insignificant
Full Use
10 -100 Mrad
Moderate
Restricted Use
F,, = 0.5 Fes,,.
> 100 Mrad
Medium to strong
No recommendation
for use
Note: Test procedure Involves the concrete being held at the elevated temperature for
24 hours them removing it from the controlled environment and testing to failure.
Long-term creep test at 176'F for HIT HY 150 is also available; contact Hilti 1 HIT -ICE information is unavailable.
Technical Services.
2 Mrad = Megarad
3 Dosage over a life span.
Hdti, Inc. (US) 1-800-879-800C I www.us.hilti.com I en e5pafiol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4456 1 .vww.ca.hiltixonn I Product Technical Guide 2006 153
„
AdhesiveAnchoring4.2.5 HIT-ICEMIT HY 150 Adhesive Anchor
4.2.5.4 Installation Instructions
HAS, Rebar and Insert Installation Instructions
4010�
1. Drill anchor hole with a car-
bide bit. Contact Hilti for use
of Diamond Core bits.
5. Screw on static mixer.
Rod
IN,
, /I A1111,111111
FI
9. Insert rod. Twist during installa-
tion.
Insert
9. Insert threaded insert.
Twist during installation.
Rebar
9. Insert rebar. Twist during installa-
tion.
rrrr �
r/rr
r
r// r
2. Clean hole with wire brush.
Proper hole cleaning is
essential.
+3 2
6. Put holder/cartridge into
appropriate dispenser and
discard first three trigger
pulls of adhesive from each
refill pack or cartridge.
10. Fastener may be adjusted dur-
ing specified gel time.
r/
�r
r r
rr -
/rr
rr
3. insert air nozzle to bottom of
hole and blow out hole using
a pump, or compressed air.
Rot•A
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.
10. Fastener may be adjusted dur-
ing specified gel time.
10, Fastener may be adjusted dur-
ing specified gel time.
4. HY 150 only: Put refill pack
into holder. Remove cap cov-
ering threaded projection.
mo en
8, Unlock dispenser.
11. Do not disturb anchor between
specified gel time and cure
time.
11. Do not disturb anchor between
specified gel time and cure
time.
11. Do not disturb anchor between
specified gel time and cure
time.
<Tmax
40
XXN
,;;///
///
12. Apply specified torque as
required to secure items to be
fastened. Do not exceed maxi-
mum torque specified.
12'
14
�- L
12. Apply specified torque as
required to secure items to be
fastened. Do not exceed maxi-
mum torque specified.
12. Apply specified torque as
required to secure items to be
fastened. Do not exceed maxi-
mum torque specified.
154 Hilh, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.ca.hilti.com 1 Product Technical Gu de 2006
i Y
Adhesive Anchoring Systems
HIT-ICE/HIT HY 150 Adhesive Anchor 4.2.5
HIT HIT-ICE/HY 150 Volume Charts
Threaded Rod & HIT-TZ Rod
Installation
Rod
Diameter
(in.)
Drill Bit'
Diameter
(in.)
Adhesive Volume
Required per Inch
of embedment (in3)
1/4
5/16
0.055
3/8
7/16
0.095
1 /2
9/16
0.133
5/8
11 /16
0.184
0.232
3/4
13/16
7/8
24mm
0.272
1
1-1/16
1 0.366
1-1/4
1-1/2
1 0.918
Example: Determine approximate fastenings for
5/8" rod embedded 10" deep.
10 x 0.184 =1.84 in3 of adhesive per anchor
• HIT HY 150 small cartridge:
16.5 =1.84 - 9 fastenings
• HIT HY 150 medium cartridge:
26.9 =1.84 -15 fastenings
• HIT HY 150 jumbo cartridge:
81.8 =1.84 z 45 fastenings
• HIT -ICE cartridge:
18.0 s 1.94 -10 fastenings
Rebar Installation
Rod
Diameter
(in.)
Drill Bit'
Diameter
(in.)
Adhesive Volume
Required per Inch
of embedment (in3)
#3 or 3/8
1/2
0.110
#4 or 1 /2
5/8
0.146
#5 or 5/8
3/4
0.176
#6 or 3/4
7/8
0.218
#7 or 7/8
1
0.252
#8 or 1
-1/8
0.299
#9 or 1-1/8
1-3/8
0.601
10 or 1-1 /
1-1 /2
0.659
11 or 1-3/
1-9/16
1 0.547
Note: Useable volume of:
• HIT HY 150 refill pack is 16.5 in3 (270m�.
• HIT HY 150 medium cartridges is 26.9 Ina (440ml).
• HIT HY 150 Jumbo cartridges is 81.8 in3 (1340 MI).
• HIT -ICE is 18 in3 (297 ml)
Metric Rebar Installation
(Canada Only)
Bar
Diameter
Drill Bit'
Diameter
Adhesive Volume
Required per Inch
of embedment (in3)
10M
14 mm
0.101
15M
3/4"
0.176
20M
24 mm
0.268
25M
1-1/8"
0.309
30M
37 mm
0.644
35M
1-9/16"
0.480
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.
Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com 1 an espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.ca.hilti.com I Product Technical Guide 2006 155
Adhesive Anchoring Systems e:
4.2.5 HIT-ICE/HIT HY 150 Adhesive Anchor
4.2.5.5 Ordering Information
HIT Adhesives
INTO
Item No. Description
Contents
371292 Hrr--ICE 10 oz) 297. ml
1 Carhiciae,l Mixer
solid Base
HIT -ICE Cartridge
371957 HY 150 (11.1 oz) 400 ml
1 Refill Pack 1 Maer w/ filler tube
285594 HY 150 Medium (16.9 oz) 500 ml
20 Cartridges 20 Mixers
x` Tr-
305713 HY 150 Jumbo (47.3 o41400 ml
4 Cartridges 4 Mixers
-
HIT Dispensers
BD2000
HY 150 Refill Pack
HY 150 Medium Cartridge
Battery Powered Dispenser
Battery
Dispenser
HY 150 Jumbo Cartridge
Item No. Description
332237 BD2000 Battery Dispenser Kit Complete _
MD1000 MD2000 MD2500
Dispenser
Dispenser Dispenser
Manual Dispensers
Item No. Description
371291 MD1000 Dispenser for HIT -ICE Cartridges
229154 MD2000 Dispenser + 1 refill holder for HIT HY refill packs
338853 MD2500 Manual Dispenser
229170 Refill Holder Replacement for MD2000 BD 2000 or P-3000HY dispensers
P-3500
P-8000D
Pneumatic
Pneumatic
Dispenser
Dispenser
Pneumatic Dispensers
ftem No. Description
354180 Hrr P-3500 Pneumatic Dispenser, + 1 refill holder for HIT HY refill packs
373959 HIT P-8000 Pneumatic Dispenser (for Jumbo cartridges)
373960 Jumbo pack holder replacement fo HIT P-8000D Dispenser
_,,.V0.ag4€r.!�k>u.. €4M?F"@'Wa.We:.is,';x3x'sk::�n"'..".1',:;•K;p.ac�:.... ._ .::.... ;.„ ;^ �•g;
166 H1tti, Inc. (US)1-800-879-8000 1 www.us.hilti.com I an espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1 800-363-4458 1 www.ca.hilti.com I Product Technical Guide 2006
HIT-ICE/HIT HY 150 Adhesive Anchor 4.2.5
i_
HIT Filler Tube
HIT-HY Mixer (I arge)
HIT-M Mixer (Small) HIT -ICE Mixer
Mixers & Filler Tubes
Item No.
Description
mll/k9
Notes
68156
HIT-M Mixer for HY 150
1
For use with small HIT HY 150 refill packs
337111
HIT-RE-M Static Mixer Large W 150
1
For use with Jumbo cartridges
371290
HIT-M2 for HIT -ICE
1
For use with HIT -ICE cartridges
63799
Filler Tube 3/8" x 8"
1
Attach filler tube to small mixer to fill deeper holes
63993
Filler Tube 1 /2" x 11-1/2"
1
Attach filler tube to large mixer to fill deeper holes
63995
Filler Tube 1 /2" x 17-1 /2"
1
Attach filler tube to large mixer to,11I deeper holes
Wire Brush
Hole Cleaning Accessories
Air Nozzle
Item No.
63964
Description
Air Nozzle (Length 24')
Oty/Pk9
1
255781
Wire Brush 3/8" (for 7/16" to 1/2" holes)
1
255782
Wire Brush 1 /2" (for 9/16" to 5/8" holes)
1
59893
Wire Brush 5/8" (for 11/16" to 3/4" holes)
1
255783
Wire Brush 3/4" (for 13/16" to 15/16" holes)
1
255784
Wire Brush 1 " (for 1 " to 1-1 /8" holes)
1
3206
Flat Wire Brush Or > 1-1 /8" holes)
1
Wire brushes are required for all applications using HIT-ICUHY 150 Adhesive, except Hrr-TZ rod fastenings.
HIM, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an espanol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-458 1 www.ca.iiilti.com I Product Technical Guide 2006 157
4.2.5 HIT-ICE/HIT HY 150 Adhesive Anchor
HAS-E Threaded Rods
HAS-E ISO
HAS-E 898 Class 5.8
Description Item No.
Oty/Pkg
3/8" x 3"
333184
10
3/8" x 4-3/8"
333185
10
3/8" x 5-1/8"
333183
20
3/8" x 8"
333186
10
3/8" x 1/2"
333187
10
1/2" x 3-1/8"
333188
10
1/2" x 4-1/2"
333189
10
1/2" x 6-1/2"
333190
20
1/2" x 8"
333191
10
1/2" x 10"
333192
10
1/2" x 12"
333193
10
5/8" x 8"
333194
20
5/8" x 9"
333197
10
5/8" x 12"
333195
10
5/8" x 17"
1 333196
10
HAS-E
Description
HAS-E ISO
898 Class 5.8
Item No.
Oty/Pkg
3/4" x 10"
333201
10
3/4" x 11 "
333198
10
3/4" x 12"
333202
10
3/4" x 14"
333203
10
3/4" x 17"
333204
10
3/4" x 19"
333205
10
3/4" x 21 "
333206
10 _
3/4" x 25"
333207
10
7/8" x 10"
333208
10
7/8" x 13"
333209
10
1 " x 12"
333210
4
1" x 14"
333211
2
1" x 16"
333212
2
1" x 20"
333213
2
1-1 /4" x 16"
333214
4
1-1/4" x 22"
1 333215
1 2
HAS Super, HAS Stainless Steel Rods, HIS and HIS-R Stainless Steel Inserts3
Description
HAS Super 3
Item No.
HAS-R 304 SS2,3
Item No.
OtyBox
HIS
Description
HIS Insert
Item No.
HISA 316 SS Insert
Item No.
Qty/Box
3/8" x 5-1/8"
68657
333169
10
3/8" x 4-1/4"
258020
258029
10
1/2" x 6-1/2"
68658
333171
10
1/2"x 5"
258021
258030
5
5/8" x 7-5/8"
333783
333175
10
5/8" x 6-5/8"
258022
258031
5
3/4"x 9-5/8"
68660
333177
5
3/4" x 8-1/4"
258023
258032
5
7/8" x 10"
686611
333181
5
1 " x 12"
68662
333182
5
1-1/4" x 16"
333779
1
1 4
1 Hot Dipped Galvanized (318" 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
Item No. HIT TZ
Item No. HIT-RTZ
Qty/Box
3/8" x 2-7/8" / 1 "
337484
337498
40
1/2" x 3-1/2" / 1-1/2"
337485
337499
24
518" x 4" / 2-1/4"
337486
337500
16
3/4" x 5-1/4" / 2-1/4"
337487
337501
8
158 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en e5panol 1-800-879-5C00 I I lilti (Canada) Corp. 1-800-363-4458 1 www.ca.hilti.com I Product Technical Guide 2006
PROFIS:
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• Technical Library
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• Interactive Product Advisors
• Full -line Product Catalog
• Online Ordering
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• "Contact Us" program to
answer your questions
i
i xl �F Rik
M
Firestop Systems
When it comes to Life Safety and building
code compliance, Hilti provides complete
solutions with a wide range of products
and unmatched technical support.
• Firestop Systems Guides
- Through Penetrations
- Joint Penetrations
• FACT Program
• FS 411
• BASIC Training
• Engineering Judgements
• Firestop Design Center online
@ www.us.hilti.com
MI - Industrial
Pipe Support
Technical Guide
A guide to specifying the Hilti modular
pipe support system for medium to
heavy loads without welding.
• MI System is the ideal solution for
pipes up to 24 in. diameter
• Reliable fastenings without welds
• Easily installed
Hilti Diaphragm
Deck Design
The Hilti Diaphragm Deck Design
Program allows designers to quickly
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• Ability to design with innovative
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• Creates easy to use load tables with
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• Allows for different safety factors
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• Direct link to Hilti website
Steel Decking
Technical Guide
For complete information on Hilti
fastening systems for the attachment
of steel roof and floor deck, refer to the
Hilti Steel Decking Technical Manual.
4 Hilti, Inc. (US)1-800-879-8000 1 www.us.hilti.com I Product Technical Guide 2006 1 Hilti (Canada) Corporation 1-800-363-4458 1 www.ca.hilti.com
INNAMW Mali-,
•..
. `a, ffitrIx3 „'a4r Ff�Fld�f:F' �i`.ikER",.3,,,,„�:
'.in The United Sates
PAYMENT TERMS: Net 30 days from date of invoice. Customer agrees to pay all costs
incurred by Hilt in collecting delinquent amounts, if any, including
reasonable attorney's fees.
FREIGHT:
All sales are F0.B. Destination with transportation allowed via Hilti
designated mode. Additional charges may apply for expedited
shipments, special handling requirements, and orders below certain
dollar amounts. A fuel surcharge may apply depending on market
conditions.
CREDIT:
All orders sold on credit are subject to Credit Department approval
RETURN POLICY:
Products must be in saleable condition to qualify for return.
Saleable condition's defined as those unused items in original
packaging and in unbroken quantities. All returns are subject to Hilti
inspection and acceptance, and a 15% restocking charge. Proof of
purchase is required for all returned materials. Special orders and
discontinued items are not eligible for return credit, Dated materials
are not returnable 30 days beyond date of !nvoice.
WARRANTY:
Hitt warrants that for a period of 12 months from the date it sells a
product it will, at its sole option and discretion, refund the purchase
price of , repair, or replace such product if it contains a defect in
material or workmanship. Absence of Hilti's receipt of a written
notification of such a defect within this 12-month period shall
constitute a waiver of all claims with regard to such product. The
warranty time periods for certain products are limited by the
warranty period in the literature that accompanies these products.
THE FOREGOING WARRANTY IS IN LIEU OF ALL OTHER
WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT
LIMITED TO THE IMPLIED WARRANTIES OR MERCHANTABILITY
AND FITNESS FOR A PARTICULAR PURPOSE. HIM shall in no
event be liable for, and Customer hereby agrees to indemnify Hilti
against all claims related to, special, direct, indirect, consequential,
or any damages arising out of or related to the sale, use, or inability
to use the product.
ACCEPTANCE OF ORDER:
Acceptance Is limited to the express terms contained herein, and
terms are subject to change by HIM with reasonable notice to
Customer. Additional or different terms proposed by Customer are
deemed material and are objected to and rejected, but such
rejections shall not operate as a rejection of the offer unless it
contains variances in the terms of the description, quantity, price or
delivery schedule of the goods.
DOMESTIC ORIGIN:
Any non -domestic Him product will be so identified on shipping
documents and Invoices for federal government customers. All other
customers may obtain such information by written request for Hilt, Inc.,
Contract Complianca. P.O. Box 21148, Tulsa, Oklahoma 74121. Him
sales personnel are not authorized to warrant the country of origin of
HIM products.
BUSINESS SIZE:
Hilti is a large business.
PRICES: Prices are those stated on the order. Hilti does not maintain most
favored customer records, makes no representation with respect to
same, and rejects any price warranty terms proposed by Customer.
Hilti's published net price list is subject to change without notice.
CONSENT TO JURISDICTION: All transactions made pursuant hereto shall be deemed to have
been made and entered into in Tulsa, Oklahoma. Any and all
disputes arlsing directly or indirectly from such transactions shall be
resolved in the courts of the County of Tulsa, State of Oklahoma, to
the exclusion of any other court, and any resulting judgment may be
enforced by any court having jurisdiction of such an action. All
transactions shall be governed by and construed in accordance with
the laws of the State of Oklahoma.
INDEMNIFICATION: Customer hereby agrees to indemnity HIM for any costs, including
attorney's fees, incurred by Hilt as a result, in whole or in part, of
any violation by Customer of any Federal, State or Local statute or
regulation, or of any nationally accepted standard. it shall be
Customer's sole responsibility to comply with all applicable laws
and regulations regarding the handling, use, transportation, or
disposal of products upon taking possession of same.
AUTHORIZATION: HILTISALES REPRESENTATIVES ARE NOT AUTHORIZED TO
MODIFY THESE TERMS AND CONDITIONS, WARRANT SPECIFIC
APPLICATIONS, OR EXECUTE CUSTOMER DOCUMENTS.
PAYMENT TERMS: Net 30 days from date of invoice. Customer
agrees to pay all costs incurred by Hilti in
collecting delinquent amounts, if any,
including reasonable attorney's fees.
FREIGHT: Sales are F.O.B. Destination Point with
transportation allowed via Hilti designated
mode. Additional charges may apply for
expedited delivery, special handling
requirements, and order under certain limits.
A fuel surcharge may apply depending on
market conditions.
CREDIT: All orders sold on credit are subject to
Credit Department approval.
RETURN POLICY: Product may be returned prepaid (unless
otherwise authorized) to HIM provided:
) it is returned by the original purchaser
d) It Is not sated product returned more than
30 days after the original delivery date
ii) it is not discontinued, clearance or special
order product
Iv) It is unused, in original packaging and in
unbroken quantities.
Hilti will inspect product and, if the above
requirements are satisfied, will credit to
customer the original purchase price. A 15%
restocking fee may apply.
WARRANTY:
Other than the manufacturers published
warranty, no warranties or conditions, express
or implied, written or oral, statutory or
otherwise are implied. Any and all conditions
and warranties implied by law or by the Sale
of Goods Act or any similar statutes of any
Province are hereby expressly waived.
TITLE TO PRODUCT:
Title to product remains with Hitt! until the
total purchase price of product is paid.
PRICES:
Customer agrees to pay Him prices set out on
invoice. Customer agrees to pay taxes as
indicated on invoice unless Hilti receives
acceptable exemption certificates.
INDEMNIFICATION:
Customer agrees to use product at own risk
and to indemnity HIM against all liabilities,
including legal fees, to third parties arising out
of the use or possession thereof. Hilti shall in
no event be liable for special, incidental or
consequential damages.
CHANGES:
Hilt sales personnel are not authorized to
modify these Terms and Conditions or modify
Customers credit terms. Terms are subject to
change by Hilti with reasonable notice to
Customer.
CASH SALES: Payment in full is due prior to goods being
released.
QUOTATIONS: All terms and conditions apply once customer
agrees to purchase product. Quotations on
special promotion products are only valid until
end of promotion period.
Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I Product Technical Guide 2006 1 HIM (Canada) Corporation 1-800-363-4458 1 www.ca.hilti.com 5