Sika · crack injection

Sika Sikadur-52 LP

Sika Sikadur-52 LP is a two-component, solvent-free, low-viscosity epoxy resin injection product for the structural injection of cracks in concrete. The product is supplied as Part A (epoxy resin) and Part B (amine hardener) in pre-measured kits ranging from 1 kg to 10 kg, mixed on site by paddle mixer or static mixer and applied via piston pump or gravity feed through surface-mounted injection ports bonded to the concrete. The cured resin develops compressive strength of approximately 60 MPa at 7 days and bond strength to concrete substrate exceeding the substrate tensile capacity (concrete failure mode), restoring full structural continuity across the injected crack. Sikadur-52 LP is formulated with a low viscosity (~290 mPa.s at 23°C) and an extended pot life that permits injection into cracks as fine as 0.2 mm in width. TRSC specifies Sikadur-52 LP for the structural injection of dry, dormant cracks in concrete elements where the engineering intent is to restore monolithic structural action across the crack — typical applications are flexural cracks in beams and slabs that have been mechanically stabilised but require structural restoration, post-construction shrinkage cracks that have been confirmed dormant, and impact-damage cracks in column and beam elements following post-disaster assessment.

TRSC Specifier Commentary

Sikadur-52 LP is TRSC's default specification for structural epoxy injection of dormant concrete cracks where the engineering intent is to restore monolithic structural action. The product earns its specification slot for two reasons: it is genuinely structural-grade (cured tensile strength exceeds the concrete substrate, producing concrete-failure bond mode in pull-off testing), and its low viscosity (~290 mPa.s) permits penetration into cracks as fine as 0.2 mm width, which covers the great majority of structural crack widths encountered in remediation work. The most common specification pitfalls TRSC encounters in the field are: (1) crack activity classification — Sikadur-52 LP is appropriate only for dormant cracks; active cracks (those subject to ongoing thermal, shrinkage or live-load movement) will fracture the cured resin within months of injection, returning the crack to its uninjected condition; the engineering judgement on dormancy requires monitoring over a period (typically 4-12 weeks of crack-monitor data) before the injection specification is issued; (2) crack moisture — Sikadur-52 LP is not moisture-tolerant; cracks that are wet, weeping or carrying surface efflorescence will not bond to the resin and the injection will fail; cracks must be dried (compressed air, heat, or ambient drying period) before the resin is introduced; (3) injection technique — the resin must be introduced under pressure from one end of the crack, with the next port opened only when resin appears at it, working progressively along the crack length; field installations that pump simultaneously into multiple ports trap air pockets that compromise the structural restoration; TRSC specifications include the injection sequence as a witness hold point, with the contractor required to demonstrate the technique on the first crack. Site QA includes batch numbers, ambient and substrate temperature recording at the start of each injection, photographic record of port locations and the injection sequence, and post-injection core sampling at agreed frequency to verify resin penetration through the crack depth. The product was used on Q1 Tower post-cyclone structural restoration where impact-damage cracks in concrete elements required structural injection as part of the make-safe and full-restoration sequence.

Frequently Asked Questions

Specification questions about Sika Sikadur-52 LP

When is Sikadur-52 LP appropriate vs. a polyurethane injection foam?
Sikadur-52 LP is appropriate for dry, dormant structural cracks where the engineering intent is to restore monolithic structural action across the crack. Polyurethane injection foams (such as Mapei FoamJet T) are appropriate for active or wet cracks where the engineering intent is water cut-off rather than structural restoration; the polyurethane foam expands to seal the crack against water flow but provides no structural contribution. The decision is driven by the engineering action being addressed.
How is crack dormancy verified before injection?
Crack dormancy is verified by monitoring the crack width over a period (typically 4-12 weeks) using mechanical crack monitors (Avongard or equivalent crack gauges) or digital extensometers. Cracks showing seasonal or load-dependent width variation are active and not appropriate for Sikadur-52 LP injection; cracks showing stable width over the monitoring period are dormant and appropriate for injection. TRSC investigation reports include the monitoring data and the dormancy classification.
What is the minimum injectable crack width?
Sikadur-52 LP can be injected into cracks as fine as approximately 0.2 mm, which covers the great majority of structural crack widths in remediation work. Cracks finer than 0.2 mm typically do not require structural injection (the residual moment is transferred by aggregate interlock and the bonded reinforcement) and are addressed through surface coating or sealing rather than injection.
What standards govern Sikadur-52 LP specification?
In Australia, Sikadur-52 LP is specified under AS 3600-2018 for the structural design context (the injected element's capacity is calculated to AS 3600 with the injected crack assumed to restore monolithic action) and EN 1504-5 (concrete crack injection) for the product performance characterisation. TRSC remediation specifications cite both standards and require the contractor to retain Sika batch numbers, injection logs, and post-injection core samples in the project QA file.
Sources & Further Reading