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Submittal Substitution Request
To: ____________________________________________________________________ Firm: __________________________________________________________________ Project: _________________________________________________________________ Product Specified: ________________________________________________________ Specified Location:________________________________________________________ Attached information includes product description, installation instructions and technical data needed for review and evaluation of the submittal request. Submitted By: Name: _______________________ Signature: ____________________________ Firm: ________________________________________________________ Address: ________________________________________________________
________________________________________________________ Phone: ________________________ Fax: ___________________________ Email: ________________________ Submittal Date: __________________ For Architect / Engineer Use: Reviewed, Accepted ~ No Exceptions: _____ Make Corrections as Noted: ___________ Revise and Resubmit: _____________ Rejected: _______________________________ Brief explanation for corrections needed, revisions needed or why rejected: ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________
Adhesive Anchoring Systems
3.2.7 HIT-RE 500 Epoxy Adhesive Anchoring System
178 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2011
3.2.7.1 Product DescriptionTheHiltiHIT-RE500Systemisahighstrength, two part epoxy adhesive. The system consists of a side-by-side adhesive refill pack, a mixing nozzle, a HIT dispenser with refill pack holder, and either a threaded rod, rebar, HIS internally threaded insert or smooth epoxycoatedbar.HIT-RE500isspecifically designed for fastening into solid base materials such as concrete, grout, stone or solid masonry. HIT-RE500maybeusedinunderwaterfastenings and for oversized holes up to 2 times the rod diameter (1-1/2” rod and 3” max. hole diameter) and for diamond-cored holes.
TheLeadershipinEnergyandEnvironmentalDesign(LEED®) Green BuildingRatingsystemTM is the nation-ally accepted benchmark for the design, construction and operation of high per-formance green buildings.
Fastener Components
HITREMixer
HIT-RE500RefillPack
P3500Dispenser
ED3500 BatteryDispenser
P8000DPneumatic Dispenser
Refill Pack Holder
HIT-RE500JumboCartridge
Refill Pack Holder
HIT-RE500MediumCartridgeMD2500Dispenser
HAS Threaded Rods
HIS Internally Threaded Inserts
Rebar (supplied by contractor)
Smooth, epoxy coated bar (supplied by contractor)
Adhesive Anchoring Systems
HIT-RE 500 Epoxy Adhesive Anchoring System 3.2.7
Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2011 179
Injectableadhesiveshallbeusedfor installation of all reinforcing steel dowels or threaded anchor rods and inserts into existing concrete. Adhesive shall be furnished in side-by-side refill packs which keep component A and componentBseparate.Side-by-sidepacks shall be designed to compress during use to minimize waste volume. Side-by-side packs shall also be designed to accept static mixing nozzle which thoroughly blends component A andcomponentBandallowsinjectiondirectlyintodrilledhole.Onlyinjectiontools and static mixing nozzles as supplied by manufacturer shall be used. Manufacturer’s instructions shall be followed.Injectionadhesiveshallbeformulated to include resin and hardener to provide optimal curing speed as well as high strength and stiffness. Typical curing time at 68°F (20°C) shall be approximately 12 hours.
InjectionadhesiveshallbeHIT-RE500,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 tomeetthefollowingrequirements:
Special order length HAS Rods may vary from standard product.
Nuts and Washers Shall be furnished tomeettherequirementsoftheaboveanchor rod specifications.
Adhesive Anchoring Systems
3.2.7 HIT-RE 500 Epoxy Adhesive Anchoring System
180 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2011
3.2.7.2 Material Specifications
3.2.7.3 Technical Data
1 Minimum values obtained as the result of tests at three cure temperatures (23, 40, 60°F).
1 Use matched tolerance carbide tipped bits or Hilti matched tol-eranceDD-BorDD-Cdiamondcore bits.
2 Assumes no waste.
Material Properties for HIT-RE 500 – Cured Adhesive
Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2011 181
1 Use matched tolerance carbide tipped bits or Hilti matched tolerance DD-BorDD-Cdiamondcorebits.
2 Assumes no waste.
HIT-RE 500 Installation Specification Table for Rebar in Concrete
1 Rebar diameters may vary. Use smallest drill bit which will accommodate rebar.2 UsematchedtolerancecarbidetippedbitsorHiltimatchedtoleranceDD-BorDD-Cdiamondcorebits.3 Assumes no waste.
HIT-RE 500 Installation Specification Table for HIS Inserts
HIS InsertDetails
in. 3/8 1/2 5/8 3/4(mm) (9.5) (12.7) (15.9) (19.1)
dbit bit diameter1 in. 11/16 7/8 1-1/8 1-1/4do outside diameter in. 0.65 0.81 1 1.09
hnom std. embed. depthin. 4-3/8 5 6-5/8 8-1/4
(mm) (110) (125) (170) (210)
ℓth useable thread lengthin. 1 1-3/16 1-1/2 2
(mm) (25) (30) (40) (50)
Tmax Max. tightening torque
ft-lb 18 35 80 160(Nm) (24) (47) (108) (217)
h min. base material thickness
in. 6-3/8 7-1/2 10 12-3/8(mm) (162) (191) (254) (314)
Approx. number of fastenings per cartridge at standard embedment2
1 Rebar diameters may vary. Use smallest bit which will accommodate rebar.2 Assumes no waste.
( )+ ≤ 1.0 (Ref. Section 3.1.8.3)( )Nrec Vrec
Combined Shear and Tension Loading
Nd 5/3 Vd 5/3
c
Adhesive Anchoring Systems
3.2.7 HIT-RE 500 Epoxy Adhesive Anchoring System
182 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2011
HIT-RE 500 Allowable and Ultimate Bond/Concrete Capacity for HAS Rods in Normal Weight Concrete1,2,3,4
1 Influence factors for spacing and/or edge distance are applied to allowable concrete/bond values above, and then compared to the steel value. The lesser of the values is to be used for the design.
2 Average ultimate concrete shear capacity based on Strength Design method for standard and deep embedment and based on testing for shallow embedment.
3 All values based on holes drilled with carbide bit and installed per manufacturer’s instructions. Ultimate tensile concrete/bond loads represent the average values obtained in testing.
4 For all underwater applications up to 165 feet/50m depth reduce the tabulated concrete/bond values 30% to account for reduced mechanical properties of saturated concrete.
Adhesive Anchoring Systems
HIT-RE 500 Epoxy Adhesive Anchoring System 3.2.7
Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2011 183
Allowable Steel Strength for Carbon Steel and Stainless Steel HAS Rods1
Yield = Fy x Tensile Stress Area Tensile = 0.75 x Fu x Nominal Area Shear = 0.45 x Fu x Nominal Area
Adhesive Anchoring Systems
3.2.7 HIT-RE 500 Epoxy Adhesive Anchoring System
184 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2011
HIT-RE 500 Allowable Bond/Concrete Capacity and Steel Strength for HIS Carbon Steel and HIS-R Stainless Steel Internally Threaded Inserts
1 Steel values in accordance with AISC ASTM A 325 bolts: Fy = 92 ksi , Fu = 120 ksi ASTM F 593 (AISI 304/316): Fy = 65 ksi, Fu = 100 ksi for 3/8” thru 5/8” Fy = 45 ksi, Fu = 85 ksi for 3/4”
Allowable Load Values Ultimate Load Values Tension = 0.33 x Fu x Anom Tension = 0.75 x Fu x Anom
Shear = 0.17 x Fu x Anom Shear = 0.45 x Fu x Anom
2 Use lower value of either allowable bond/concrete capacity or steel strength.
Adhesive Anchoring Systems
HIT-RE 500 Epoxy Adhesive Anchoring System 3.2.7
Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2011 185
HIT-RE 500 Ultimate Bond Capacity and Steel Strength for Rebar in Concrete
186 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2011
HIT-RE 500 Bond Capacity and Steel Strength for Metric Rebar in Concrete (Canada Only)1, 2, 3, 4, 5, 6, 7
1 Basedonminimumsteelstrengthandnominalcross-sectionalareaofrebar.2 Use lesser value of allowable bond strength or steel strength.3 Minimumconcretethicknessmustbeequalto1.5timestheanchorembedment.4 Bond/concretevaluesinterpolatedfromtestingdonewithimperialrebarsizes.5 Allowable tension for adhesive bond based on a safety factor of 4.0.6 For anchor spacing and edge distance guidelines, please refer to the following pages.7 Ultimate tensile concrete/bond loads represent the average values obtained in testing.
HIT-RE 500 Ultimate Tensile Bond Strength for Smooth Epoxy Coated Dowel Bars in Concrete ≥ 2410 psi (15.9 MPa)
Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2011 187
Anchor Spacing and Edge Distance Guidelines in Concrete
Edge Distance Adjustment Factors
c = Actual edge distance hef = Actual embedment cmin = 0.5 hef Tension and shear ccr = 1.5 hef Tension = 2.0 hef Shear ⊥ = Perpendicular to edge ll = Parallel to edge
Anchor Spacing Adjustment Factors
s = Actual spacing hef = Actual embedment smin = 0.5 hef scr = 1.5 hef
EdgeDistanceShear (II to or away from edge) cmin = 0.5 hef, ccr = 2.0 hef ƒRV2 = 0.36(c/hef) + 0.28
for ccr>c>cmin
Adhesive Anchoring Systems
3.2.7 HIT-RE 500 Epoxy Adhesive Anchoring System
188 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2011
Anchor Spacing and Edge Distance Guidelines in Concrete
EdgeDistanceShear (II to or away from edge) cmin = 0.5 hef, ccr = 2.0 hef ƒRV2 = 0.36(c/hef) + 0.28
for ccr>c>cmin
Adhesive Anchoring Systems
HIT-RE 500 Epoxy Adhesive Anchoring System 3.2.7
Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2011 189
Anchor Spacing and Edge Distance Guidelines in Concrete
EdgeDistanceShear (II to or away from edge) cmin = 0.5 hef, ccr = 2.0 hef ƒRV2 = 0.36(c/hef) + 0.28
for ccr>c>cmin
Adhesive Anchoring Systems
3.2.7 HIT-RE 500 Epoxy Adhesive Anchoring System
190 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2011
Note:Inactualuse,themajorityoftheresinisencasedinthe base material, leaving very little surface area exposed.
SamplesoftheHIT-RE500resinwereimmersedinthevariouschemical 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 were heavily damaged or destroyed were classified as “Not Resistant.”
Note: Test procedure involves the concrete being held at the elevated temperature for 24 hours then removing it from the controlled environment and testing to failure. LongtermcreeptestinaccordancewithAC58isavailable;please contact Hilti Technical Services.
1 Minimum product temperature must be maintained above 41°F (5°C) prior/during installation.
Adhesive Anchoring Systems
3.2.7 HIT-RE 500 Epoxy Adhesive Anchoring System
192 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2011
HIT HIT-RE 500 Volume Charts
1 Rebar diameter may vary. Use smallest drill bit which will accommodate rebar.
Hit AdhesivesDescription ContentsHIT-RE50011.1oz(330ml) Includes (1) Refill Pack and (1) Mixer with filler tubeHIT-RE500MC11.1oz(330ml) Includes (25) Refill Packs and (25) Mixers with filler tubeHIT-RE500Medium16.9oz(500ml) Includes (20) Refill Packs and (20) Mixers with filler tubeHIT-RE500Jumbo47.3oz(1400ml) Includes (4) Jumbo Refill Packs and (4) Mixers
c
Adhesive Anchoring Systems
HIT-RE 500 Epoxy Adhesive Anchoring System 3.2.7
Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2011 193
Refer to Section 3.2.6.5 for ordering information of HAS threaded rods and HIS inserts.
Adhesive Anchoring Systems
Notes
194 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2011
Part A: Bisphenol A epoxy resin 25068-38-6 NE NE NE Bisphenol F epoxy resin 28064-14-4 NE NE NE Quartz sand 14808-60-7 0.025 mg/m3 (R) 10 mg/m3
% SiO2 + 2 NE
Alkylglycidyl ether 19136100-5012 * NE NE NE Diglycidyl ether 19136100-5013 * NE NE NE Siloxanes & silicones 67762-90-7 NE NE NE
Part B: m-xylene diamine 01477-55-0 C: 0.1 / S C: 0.1 / S NE Aliphatic polyamine 19136100-5014 * NE NE NE
Quartz sand 14808-60-7 0.025 mg/m3 (R) 10 mg/m3
% SiO2 + 2 NE
Aluminum oxide 01344-28-1 10 mg/m3 15 mg/m3 (T) NE Cement 65997-16-2 NE NE NE
Siloxanes & silicones 67762-90-7 NE NE NE Abbreviations: * = indicates New Jersey Trade Secret Registry Number. C = Ceiling. NE = None Established. R =dust “respirable” fraction. S = Skin exposure, including the mucous membranes, eyes, and skin. T = “total” dust. TLV = ACGIH Threshold Limit Values. PEL = OSHA Permissible Exposure Limits. STEL = ACGIH/OSHA Short Term Exposure Limit
PHYSICAL DATA
Appearance and Odor: A: Gray; B: red / paste. Amine-like odor.
VOC Content: 4.0 g/l
Boiling Point: Approx. 212° F Vapor Pressure: Not determined.
Vapor Density: (air = 1) Not determined. Odor Threshold: Not determined
Evaporation Rate: Not applicable. Solubility in Water: Insoluble . Specific Gravity: 1.5 pH: 11 (Part B with 1:1 water)
FIRE AND EXPLOSION HAZARD DATA
Flash Point: > 200° F Flammable Limits: Not applicable.
Extinguishing Media: CO2, Dry Chemical, Foam, Water Spray.
Special Fire Fighting Procedures:
A self-contained breathing apparatus should be worn when fighting fires involving chemicals.
Unusual Fire and Explosion Hazards:
None known. Thermal decomposition products can be formed including COX, NOX, water and carbon.
REACTIVITY DATA
Stability: Stable. Hazardous Polymerization: Will not occur.
Incompatibility: Strong acids and oxidizing agents.
Decomposition Products: Thermal decomposition can yield COX, NOX, water and carbon.
Conditions to Avoid: Avoid temperature extremes that could shorten the shelf-life of this product. (See handling and storage requirements for recommended storage temperatures).
HEALTH HAZARD DATA
Known Hazards: Part A: Eye and skin irritation. Possible skin sensitizer. Part B: Corrosive
Signs and Symptoms of Exposure:
Part A: Can be irritating to the eyes and skin, Can cause skin sensitization with some individuals (itching, redness, swelling). Part B: Can cause eye and skin burns. Vapors can be irritating. If swallowed, can cause burns.
MSDS 276, Page 2 of 2
Routes of Exposure: Contact. Inhalation.
Carcinogenicity: IARC classifies crystalline silica (quartz sand) as a Group I carcinogen based upon evidence among workers in industries where there has been long-term and chronic exposure (via inhalation) to silica dust; e.g. mining, quarry, stone crushing, refractory brick and pottery workers. This product does not pose a dust hazard; therefore, this classification is not relevant.
Medical Conditions Aggravated by Exposure:
Eye, skin, and respiratory conditions.
EMERGENCY AND FIRST AID PROCEDURES
Eyes: Flush immediately with water for at least 15 minutes. Contact a Physician if symptoms occur.
Skin: Wash immediately with soap and water. Launder contaminated clothing before reuse. Seek medical attention if any symptoms occur.
Inhalation: If symptoms occur, move to fresh air. Call a physician if symptoms persist.
Ingestion: Do not induce vomiting unless directed by a physician. Contact a Physician immediately.
Other: Referral to a physician is recommended if there is any question about the seriousness of the injury/exposure
CONTROL MEASURES AND PERSONAL PROTECTIVE EQUIPMENT
Ventilation: General (natural or mechanically induced fresh air movements).
Eye Protection: Chemical goggles recommended.
Skin Protection: Impermeable gloves recommended.
Respiratory Protection: None normally required. Where ventilation is inadequate to control vapors, use a NIOSH-approved respirator with organic vapor cartridges.
PRECAUTIONS FOR SAFE HANDLING AND USE
Handling and Storing Precautions:
For industrial use only. Keep away from children. Use with adequate ventilation. Avoid contact with the eyes or skin. Practice good hygiene; i.e. wash after using and before eating or smoking. Store in a cool dry area between 41° and 77° F (5 - 25° C). Keep from freezing.
Spill Procedures: Take up with an absorbent material and place in a container for proper disposal.
REGULATORY INFORMATION
Hazard Communication: This MSDS has been prepared in accordance with the federal OSHA Hazard Communication Standard 29 CFR 1910.1200.
HMIS Codes: Health 3, Flammability 1, Reactivity 0, PPE B
DOT Shipping Name: Consumer commodity, ORM-D
IATA / ICAO Shipping Name: Amines, solid, corrosive, n.o.s. (M-xylenediamine), Class 8, UN3259, PG II
TSCA Inventory Status: Chemical components listed on TSCA inventory.
SARA Title III, Section 313: This product does not contain any toxic chemicals which are subject to reporting under Section 313 of SARA Title III (40 CFR Part 372).
EPA Waste Code(s): Not regulated by EPA as a hazardous waste
Waste Disposal Methods: Consult with regulatory agencies or your corporate personnel for disposal methods that comply with local, state, and federal safety, health and environmental regulations.
The information and recommendations contained herein are based upon data believed to be correct; however, no guarantee or warranty of any kind expressed or implied is made with respect to the information provided.