The cost of ignoring it
Water entering a building rarely stays a leak. Left to continue, it carries moisture and chlorides to the reinforcement, decays finishes and linings, and damages the rooms below, so a leak that could have been repaired at its source becomes a concrete repair and reinstatement scope.
Where the water is coming from
Most leaks are not where they appear. Water enters at a detail — an upturn terminated short, an unsealed penetration, a bridged movement joint, a crack through a slab, a cold joint in a basement wall — and travels before it shows as a stained ceiling, efflorescence, drummy tiles or water on a carpark floor. Repairing where the water appears, rather than where it enters, is the most common reason a leak returns.
Structural leaking
Structural leaking is water passing through the concrete itself. It occurs through shrinkage and movement cracks in suspended slabs and walls, at construction and cold joints where one pour meets another, around penetrations cast or cored through the structure, and through basement, lift pit and retaining walls where groundwater is present.
It is repaired at the concrete. Leaking cracks and joints are injected with polyurethane resins, which react with water and expand to seal the path, and which can be injected while the crack is actively leaking. Where a crack also affects structural capacity, it is injected with structural epoxy to the engineer’s requirements. Below ground, where the outer face of a wall cannot be reached, crystalline or negative-side systems are applied to the internal face. Water that reaches reinforcement also starts the corrosion process, so structural leaks are investigated for concrete damage at the same time; see concrete repair.
Diagnostic approach
The breach is located before the repair is scoped:
- Moisture mapping of affected and adjacent areas to establish the wet footprint
- Flood testing of suspect zones in isolation, testing one variable at a time
- Electronic leak detection on accessible membranes to localise breaches without demolition
- Thermal imaging to trace water paths behind finishes
- Crack and joint survey of slabs and walls, recording which are leaking, which are moving, and which are dry
- Detail inspection at upturns, penetrations, drainage and junctions, where most membrane failures originate
The report identifies entry points, the water path, consequential damage, and repair options ranked by level of intervention, from sealing a single crack or detail through to full membrane replacement.
Repair methodology
Injection repairs follow the crack and joint survey: ports are placed along the crack, the resin selected for the condition — polyurethane for water, epoxy for structure — is injected until refusal, and the repair is checked against water once cured.
Membrane repairs to external above-ground surfaces are governed by AS 4654.1-2012 (materials) and AS 4654.2-2012 (design and installation), both called up by the National Construction Code for roofs, balconies and similar surfaces; internal wet areas fall under AS 3740:2021. The system is matched to exposure and trafficability: liquid-applied polyurethane or PMMA for complex details and falls correction, and sheet systems for large trafficable decks. Substrate preparation, primer, detail reinforcement, membrane and protection are each hold-pointed with photographs, as manufacturer warranties are conditional on documented preparation and detailing.
Typical locations
Leaks occur through carpark and podium slabs, basement and lift pit walls, planters and roof decks, balconies and terraces, window and door junctions, and bathrooms over habitable rooms in strata buildings. Balcony membranes, drainage and balustrade anchorage are covered in more detail under balcony and balustrade remediation.