Sika AnchorFix®-2
Super strength, two component adhesive anchoring system
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Sika® AnchorFix-2 adhesive anchor system is solvent/styrene free, epoxy acrylate based, and has been specifically formulated as a high performance, two component adhesive anchor system for threaded bars in uncracked concrete.
- Fast curing
- Standard guns can be used
- High load capacity
- Drinking Water certified
- Non-sag, even overhead
- Styrene-free epoxy acrylate
- Low wastage
- Fixing close to free edges.
- Versatile range of embedment depths.
- Anchoring without expansion forces.
Usage
As a fast curing anchoring adhesive for all grades of:- Rebars / reinforcing steel
- Threaded rods
- Bolts and special fastening systems
- Concrete
- Solid masonry
- Steel
- Hard natural stone*
- Solid rock*
Advantages
- Fast curing
- Standard guns can be used
- High load capacity
- Drinking Water certified
- Non-sag, even overhead
- Styrene-free epoxy acrylate
- Low wastage
- Fixing close to free edges.
- Versatile range of embedment depths.
- Anchoring without expansion forces.
Packaging
10 fl.oz. (299 ml) cartridge
Color
uniform grayProduct Details
APPROVALS / STANDARDS
- EESR to AC308 by ICC-ES PENDING.
- ESR to AC308 by IAPMO-UES.
- Certified to ANSI / NSF - 61 by UL.
Shelf Life
12 months from date of production
All Sika AnchorFix®-2 cartridges have the expiry date printed on the label.
Storage Conditions
Cartridges should be stored in their original packaging, the correct way up, in cool conditions 41 °F to 77 °F (5 °C to 25 °C) out of direct sunlight.
System Structure
*The design professional on the job is ultimately responsible for the interpretation of the data provided above.
Tensile Adhesion Strength
- The above values represent mean ultimate values and allowable working loads. The allowable working loads have been reduced using a safety factor of 4.0 for tension and 3.0 for shear, however, in some cases, such as life safety, safety factors of 10.0 or higher may be necessary.
- Allowable loads must be checked against steel capacity. The lowest value controls.
- Tabulated data is applicable to single anchors in normal weight concrete unaffected by edge or spacing reduction factors. Values are valid for anchors installed into dry concrete in holes drilled with a hammer drill and ANSI carbide drill bit.
- Service temperatures should remain approximately constant. The maximum long term temperature being 122 °F and the maximum short term temperature being 176 °F. Short term temperatures are those that occur over brief intervals, for example, diurnal cycling.
- Linear interpolation is allowed.
*The design professional on the job is ultimately responsible for the interpretation of the data provided above.
Service Temperature
Long term | 40 °F (4 °C) min. / 122 °F (50 °C) max. |
Short term (1–2 hours) | 176 °F (80 °C) |
Design Considerations
Allowable Tension, Nall = 0.33 x fu x nominal cross sectional area
Allowable Shear, Vall = 0.17 x fu x nominal cross section area
*The design professional on the job is ultimately responsible for the interpretation of the data provided above.
Tension = 0.33 x fu x nominal cross sectional area
Shear = 0.17 x fu x nominal cross section area
*The design professional on the job is ultimately responsible for the interpretation of the data provided above.
Application
Mixing Ratio
Component A : component B = 10 : 1 by volume
Sag Flow
Non-sag, even overhead
Product Temperature
Sika AnchorFix®-2 must be at a temperature of between 41 °F (5 °C) to 68 °F (20 °C) for application.
Dew Point
- Beware of condensation.
- Beware of frost.
Open Time
Working & Loading Times
Cartridge Temperature | T Work (minutes) | Base Material Temperature | T Load (hours) |
Minimum 41°F | - | 14 °F to 32 °F* | 24 hours |
Minimum 41 °F | - | 32 °F to 41°F | 180 minutes |
41 °F to 50 °F | 8 | 41 °F to 50 °F | 100 minutes |
50 °F to 68 °F | 4 | 50 °F to 68 °F | 70 minutes |
68 °F to 77 °F | 3 | 68 °F to 77 °F | 40 minutes |
77 °F to 86 °F | 2 | 77 °F to 86 °F | 40 minutes |
86 °F | 1 | 86 °F | 40 minutes |
T Work is the typical time to gel at the highest temperature in the range
T Load is the typical time to reach full capacity
* The design professional on the job is ultimately responsible for the interpretation of the data provided above.
Coverage
*Number of fixings assumes 30ml wastage in initial extrusion and holes filled to 3/4 full
SUBSTRATE QUALITY
Mortar and concrete must be older than 28 days. Substrate strength (concrete, masonry, natural stone) must be verified. Pull-out tests must be carried out if the substrate strength is unknown. The anchor hole must always be clean, dry, free from oil and grease etc. Loose particles must be removed from the holes.
Threaded rods and rebars have to be cleaned thoroughly from any oil, grease or any other substances and particles such as dirt etc.
MIXING
Getting the cartridge ready
1. Unscrew the cap |
2. Cut the film |
3. Screw on the static mixer |
4. Place the cartridge into the gun and start application |
When the work is interrupted the static mixer can remain on the cartridge after the gun pressure has been relieved. If the resin has hardened in the nozzle when work is resumed, a new nozzle must be attached.
CLEANING OF TOOLS
Tools must be cleaned as soon as possible with a clean rag.