Contact us if document is not available
SikaFlow®-400
(former MFlow 400)
High Strength, Free Flowing, Multi-Purpose Epoxy Grouting System
SikaFlow®-400 is a three-component, multipurpose, epoxy grouting system. Formulated to withstand static and dynamic loads in wide variety of applications.
Suitable for use in hot and tropical climatic conditions.
- High early strength
- Ready-to-mix, pre-batched units
- Moisture tolerant
- Non-shrink
- Corrosion and chemically resistant
- Stress and impact resistant
- High compressive strength
- High vibration resistance
- Low coefficient of thermal expansion
Contact us if document is not available
Usage
SikaFlow®-400 may only be used by experienced professionals.High-strength grouting and fixing of:
- Starter bars
- Anchors
- Fasteners
- Tie rods
- Crash barrier posts
- Fence and railing posts
- Base plates
- Machine bases, seat base-plates for light and heavy machinery including heavy impact and vibratory machinery, reciprocating engines, compressors, pumps, presses, etc.
- Bridge bearings
- Mechanical joints (i.e. road/bridge/deck types etc.)
- Crane tracks
- Light rail and permanent way in tunnels
- Light rail and permanent way over bridges
Advantages
- High early strength
- Ready-to-mix, pre-batched units
- Moisture tolerant
- Non-shrink
- Corrosion and chemically resistant
- Stress and impact resistant
- High compressive strength
- High vibration resistance
- Low coefficient of thermal expansion
Packaging
27 kg set (Part A + Part B + Part C)
Colour
Grey
Product Details
Composition
Epoxy resin with selected aggregates
Shelf life
12 months from the date of production.
Storage conditions
Stored properly in air-conditioned enviroment in original, unopened, sealed and undamaged packaging in dry conditions at temperatures between +5 °C and +30 °C. Protect from direct sunlight, heat and moisture.
Density
~1.93 kg/l (mixed, +25 °C)
Compressive strength
≥ 80 N/mm2 (7d at +25°C) | (ASTM C579) (BS 6319) |
Effective bearing area
≥ 85 % | (ASTM C1339) |
Flexural-strength
≥ 25 N/mm2 (7d at +25°C) | (ASTM C580) |
Tensile strength
≥ 10 N/mm2 (7d at +25°C) | (BS 6319) |
Coefficient of thermal expansion
~5.65 x 10-5/°C | (ASTM C531) |
Application
Layer thickness
Minimum grout depth: 20 mm
Maximum grout depth: 80 mm
Ambient air temperature
+20 °C min. / +40 °C max.
Dew point
Substrate temperature during application must be at least 3 °C above dew point to avoid condensation.
Substrate temperature
+15 °C min. / +40 °C max.
Substrate moisture content
≤ 4 %
Pot Life
+25 °C | +40 °C |
~60 min | ~30 min |
SUBSTRATE QUALITY
Mortar and concrete must be older than 28 days (dependent on minimum strength requirements). Verify the substrate strength (concrete, natural stone etc.).
The substrate surface (all types) must be clean, dry and free from contaminants such as dirt, oil, grease, existing surface treatments and coatings etc. Steel substrates must be de-rusted to a standard equivalent to Sa 2.5.
The substrate must be sound and all loose particles must be removed. Substrate must be dry or mat damp and free from any standing water, ice etc.
SUBSTRATE PREPARATION
Concrete, mortar, stone
Substrates must be sound, dry, clean and free from laitance, ice, standing water, grease, oils, old surface treatments or coatings and all loose or friable particles must be removed to achieve a laitance and contaminant free, open textured surface.
Steel
Must be cleaned and prepared thoroughly to an acceptable quality standard equivalent to SA 2.5 i.e. by blastcleaning and vacuum. Avoid dew point conditions.
Surface and base plate contact area must be clean and sound. For best results, the substrate shall be dry. Remove dust, laitance, oils, grease, curing compounds, impregnations, waxes, foreign particles, coatings, and disintegrated materials by mechanical means, i.e. chipping with a chisel, blastcleaning etc.
All anchor pockets or sleeves must be free of water.
Apply grout immediately to prevent re-oxidizing / rust formation.
For optimum results:
When grouting areas or equipment that is sensitive to vibration, it is recommended that the contact surfaces are prepared according to the latest edition of the American Petroleum Institute’s Recommended Practice 686 “Machinery Installation and Installation Design”, Chapter 5.
MIXING
Mix components A and B for approximately 30 – 60 seconds with a paddle attached to a low speed drill (300 – 450 rpm). Avoid aeration while mixing until the material becomes uniformly blended in colour and viscosity. Place the mixed epoxy into an appropriate mixing vessel. Slowly add the contents of component C (to keep air entrapment at a minimum), mix until uniform and homogeneous (approximately 3 minutes).
Mix only that quantity which can be used within its potlife.
Never mix component A and B without adding component C (as the exothermic reaction between A and B alone generates excess heat)
Leave SikaFlow®-400 to stand in the normal mixing vessel until the majority of entrained air bubbles have dispersed.
CLEANING OF EQUIPMENT
Sweep excess grout into appropriate containers for disposal before it has hardened.
Dispose of in accordance with applicable local regulations. Uncured material can be removed with suitable thinner (Xylene / MEK / Acetone). Cured material can only be removed mechanically.