9.5 oz. AT-3G High Strength Adhesive w/ Nozzle
5918.AT-3G10
- UNSPSC 31201607
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Product Details
Attribute | Value |
---|---|
Brand | Simpson Strong Tie |
Container Size | 280 ml |
Container Type | Coaxial |
Mixing Ratio | 10:1 |
Type | Hybrid-acrylic |
Base Material | Concrete - cracked and uncracked |
Base Material Conditions | Dry, water-saturated, water-filled holes |
Substrate Installation Temperature | 23°F (-5°C) to 104°F (40°C) |
In-Service Temperature Range | -40°F (-40°C) to 320°F (160°C) |
Storage Temperature | 41°F (5°C) and 77°F (25°C) |
Shelf Life | 18 months |
EAN | 4065746646727 |
Features
Excellent for use in cold weather conditions or applications where fast cure is required |
Recognized per ICC-ES AC308 for threaded rod and rebar anchoring, along with post-installed rebar development and splice length design provisions |
Conventional blow-brush-blow hole cleaning technique using a wire brush — no power brushing required |
Base material installation temperatures down to 0°F (-18°C) |
Use in grout-filled CMU construction |
Installation into oversized holes |
Installation in holes drilled with diamond core bits |
Benefits & Advantage
AT-3G is a hybrid, acrylic-based adhesive for anchoring threaded rod and rebar into cracked and uncracked concrete. Ideal for cold weather and wet concrete applications, AT-3G dispenses easily and offers a fast curing time for same-day bolt up. It can be specified for a wide range of in-service temperatures, and maintains its strong bond strength in extreme environments for ultimate design and jobsite flexibility. Tested and code compliant with the IBC and IRC, AT-3G hybrid adhesive is easy to install with the conventional blow-brush-blow hole cleaning method.
Applications
Threaded rod anchor and rebar dowel installations in cracked and uncracked concrete under a wide variety of environmental installation and use conditions |
Installation in downward, horizontal and upwardly inclined (including overhead) orientations |
Installation down to 0 F (-18 C) |
Qualified for use in structures assigned to Seismic Design Categories A through F |
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