Sikadur®-53
Sikadur®-53 is a two-part, moisture-resistant epoxy resin used for crack injection and grouting.
- Suitable for dry, damp, wet and underwater conditions
- Very low shrinkage
- Seals against moisture and oxygen
- Very good adhesion to concrete, steel and masonry
- Good adhesion to cementitious substrates immersed in saltwater
- High density ensures good water displacement
- Good mechanical strengths underwater
- Minimum crack widths ≥ 0.5 mm
- Injectable with single-component pumps
Usage
Sikadur®-53 is used for:- Crack injection to seal damp and wet cracks by high pressure injection
- Filling and sealing voids and cracks in structures such as bridges, civil engineering structures, industrial and residential buildings, like in columns, beams, foundations, walls, floors and water retaining structures
- Structural bonding
- Preventing ingress of water and infiltration of substances promoting reinforcement corrosion
- Bonding concrete and steel underwater by water displacement
Advantages
- Suitable for dry, damp, wet and underwater conditions
- Very low shrinkage
- Seals against moisture and oxygen
- Very good adhesion to concrete, steel and masonry
- Good adhesion to cementitious substrates immersed in saltwater
- High density ensures good water displacement
- Good mechanical strengths underwater
- Minimum crack widths ≥ 0.5 mm
- Injectable with single-component pumps
Packaging
| 20 kg pre-batched unit | 6 kg pre-batched unit | |
| Part A | 17.77 kg pail | 5.33 kg pail |
| Part B | 2.23 kg pail | 0.67 kg pail |
| Part A+B | 20 kg | 6 kg |
| Pallets | 560 kg (28 × 20 kg) | 432 kg (72 × 6 kg) |
Refer to the current price list for available packaging variations.
Colour
Part A | Green |
Part B | Transparent |
Part A+B | Green |
Product Details
SUSTAINABILITY
Contributes towards satisfying Materials and Resources (MR) Credit: Building Product Disclosure and Optimization — Material Ingredients under LEED® v4 — 1 point
Contributes towards satisfying Materials and Resources (MR) Credit: Building product disclosure and optimization — Environmental Product Declarations under LEED® v4 — 1 point
Environmental Product Declaration (EPD) in accordance with EN 15804. EPD independently verified by Institut für Bauen und Umwelt e.V. (IBU)
CERTIFICATES AND TEST REPORTS
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CE marking and declaration of performance based on EN 1504-4:2004 Products and systems for the protection and repair of concrete structures — Structural bonding
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CE marking and declaration of performance based on EN 1504-5:2004 Products and systems for the protection and repair of concrete structures — Concrete injection
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CE marking and declaration of performance based on EN 1504-6:2004 Products and systems for the protection and repair of concrete structures — Anchoring reinforcing steel bar
Composition
Epoxy resin
Shelf life
24 months from date of production
Storage conditions
The Product must be stored in original, unopened and undamaged sealed packaging in dry conditions at temperatures between +5 °C and +30 °C. Always refer to the packaging.
Refer to the current Safety Data Sheet for information on safe handling and storage.
Density
Part A | 2.35 kg/L |
Part B | 1.02 kg/L |
Part A+B | 2.04 kg/L |
Density value at +20 °C.
Viscosity
Temperature | Part A+B |
+10°C | 15200 mPa·s |
+20°C | 5800 mPa·s |
Compressive strength
Curing time | Cured at +5 °C | Cured at +20 °C |
1 day | - | 33 N/mm2 |
3 days | 39 N/mm2 | 61 N/mm2 |
14 days | 70 N/mm2 | 90 N/mm2 |
Product cured and tested at temperatures indicated and grouted and cured underwater.
Specimen size: 40 mm x 40 mm x 160 mm.
Curing time | Cured at +23 °C | Percent compressive strain (εM) |
6 hours | 10 N/mm2 | 30 % |
8 hours | 20 N/mm2 | 28 % |
10 hours | 30 N/mm2 | 25 % |
12 hours | 40 N/mm2 | 23 % |
20 hours | 60 N/mm2 | 23 % |
1 day | 65 N/mm2 | 22 % |
3 days | 76 N/mm2 | 3 % |
7 days | 85 N/mm2 | 2.2 % |
Product cured and tested at temperatures indicated and grouted and cured in air.
Specimen size: 12.7 mm x 12.7 mm x 25.4 mm.
Modulus of elasticity in compression
6300 N/mm2 | (EN 13412) |
Flexural-strength
Time | Tensile strength in flexure at +5 °C | Tensile strength in flexure at +20 °C |
1 day | - | 25 N/mm2 |
2 days | 28 N/mm2 | 38 N/mm2 |
14 days | 38 N/mm2 | 40 N/mm2 |
Product cured and tested at temperatures indicated and grouted and cured underwater.
Modulus of elasticity in flexure
3300 N/mm2 | (ISO 178) |
Tensile strength
Cured 14 days at +20 °C | 20 N/mm2 |
Product cured and tested at temperatures indicated and grouted and cured underwater.
Shrinkage
Hardens without shrinkage | (EN 12617-4) |
Tensile adhesion strength
2.5–3.5 N/mm2 (concrete failure) | (EN ISO 4624; EN 1542) |
Coefficient of thermal expansion
7.5 × 10-5 1/k | (EN 1770) |
Electrical resistivity
4.12 GΩ (surface resistance within the range of 0.8 to 8.8 GΩ which corresponds to EN 50122-2) | (PN-E-05203) |
Service temperature
Maximum | +40 °C |
Minimum | -40 °C |
Heat deflection temperature
Cured for 7 days at +23 °C | +44 °C |
Application
Mixing ratio
Part A : Part B by weight | 8.0 : 1 |
Part A : Part B by volume | 3.6 : 1 |
Layer thickness
Maximum | 30 mm |
Material temperature
Maximum | +30 °C |
Minimum | +5 °C |
Ambient air temperature
Maximum | +30 °C |
Minimum | +5 °C |
Dew point
Beware of condensation. Substrate temperature during application must be at least +3 °C above dew point.
Substrate temperature
Maximum | +30 °C |
Minimum | +5 °C |
Pot Life
| Temperature | Time |
| +8 °C | 60 minutes |
| +20 °C | 30 minutes |
| +30 °C | 15 minutes |
| +40 °C | 7.5 minutes |
Note: Pot life begins when the resin and hardener are mixed.
Note: Pot life is shorter at high temperatures and longer at low temperatures.
Note: The greater the quantity of product mixed, the shorter the pot life.
Note: Apply the following methods for obtaining a longer pot life at high temperatures:
- Divide the mixed product into smaller quantities.
- Cool down parts A and B before mixing. Do not cool below +5 °C.
SUBSTRATE PREPARATION
IMPORTANT
Reduced adhesion due to surface contamination
Surface contaminants such as dust and loose material, including the contaminants generated during substrate preparation, can reduce the Product's performance.
- Before applying the Product, thoroughly clean all substrate surfaces using vacuum or dust removal equipment.
Verify the substrate strength to ensure design strengths are achieved.
CONCRETE
Substrate surfaces can be dry, damp, wet or underwater. They must be stable, clean, free from ice, dirt, oil, grease, coatings, laitance, efflorescence, old surface treatment, all loose particles and any other surface contaminants that could affect adhesion.
Concrete must be at least 28 days old.
Suitable techniques for substrate preparation include the following:
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Hand-chiselling
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Abrasive blast cleaning
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Grinding
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Light scabbling
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Needle gunning
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Bush hammering
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High-pressure water blasting
- Prepare the substrate mechanically using a suitable technique.
- Remove any debris from pockets or holes for structural fixings.
The substrate has an open-textured, gripping surface profile.
STEEL
Surfaces must be cleaned and prepared thoroughly to a quality standard equivalent to SA 2.5 (bright metal) with a surface profile to satisfy the necessary tensile adhesion strength requirement.
Surfaces must be sound, clean, and free of contaminants such as dirt, oil, grease, coatings, rust and loose friable material.
For best results, the substrate must be dry.
- IMPORTANT Avoid dew point conditions. Prepare the substrate mechanically using a suitable technique such as blast-cleaning or grinding.
- Remove any debris, for example by vacuum equipment.
- Apply the Product immediately to prevent re-oxidizing and rust formation.
CRACK INJECTION
Cracks must be clean. They can be dry, damp, wet or underwater.
MIXING
IMPORTANT
Poor workability and unfavourable handling time due to wrong mixing
- When using multiple units during application, do not mix the following unit until the previous unit has been used.
IMPORTANT
Change in properties caused by addition of solvents
Solvents can prevent proper curing and change mechanical properties.
- Do not thin with solvents.
- IMPORTANT Mix full units only. Prior to mixing all parts, mix Part A (resin) briefly using a mixing spindle attached to a slow speed electric mixer (max. 400 rpm).
- Add Part B (hardener) to Part A.
- Mix Parts A + B continuously for at least 3 minutes until a uniformly coloured mix with a smooth consistency has been achieved.
- IMPORTANT Avoid over-mixing to minimise air entrainment. Pour the materials into a clean container and mix again for at least 1 minute to achieve a consistent mix and to ensure thorough mixing. Note Total mixing time is 4 minutes.
- IMPORTANT For underwater applications, after final mixing, wait 15 minutes at +20 °C to allow the mixture to pre-react for optimal adhesion.
APPLICATION
IMPORTANT
Damage due to excessive long-term load
Sikadur® resins are formulated to have low creep under long-term load. However, due to the creep behaviour of all polymer materials under load, the long-term structural design load must account for creep.
- Ensure that the long-term structural design load is lower than ¼ to ⅕ of the short-term failure load.
- Consult a structural engineer for calculating the admissible load for the specific application.
ADHESIVE
- Apply the mixed material to the prepared surface with a spatula, trowel, notched trowel, or with hands protected by gloves.
- If applying to matt damp concrete, brush the Product well into the substrate.
GROUTING RESIN
- Position steel components away from the bonding substrate.
- Use props where necessary to support steel vertical or overhead.
- Seal the edges to leave one edge open.
- Pour the grouting resin. Note When applied underwater, use a funnel or a feed hopper systems connected with flexible tubes to provide enough hydrostatic height and pressure. Then, pour the material underwater through the funnel or feed hopper system.
CRACK INJECTION
Preconditions
Preliminary trials have been carried out by a competent applicator experienced in crack injection, using injection equipment and appropriate injection pressures.
- Insert or bond injection ports.
- Cap the crack with a capping sealer.
- Allow to cure.
- Purge cracks with resin until the resin runs clean and contaminant free.
- Take cores at locations of cracks to clarify penetration of resin.
CLEANING OF EQUIPMENT
Sweep excess grout into appropriate containers for disposal before it has hardened. Dispose of in accordance with applicable local regulations.
Clean all tools and application equipment with Sika® Colma Cleaner at regular intervals and immediately after use. Hardened material can only be removed mechanically.