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Leakproofs by Betterwork

Expansion and Construction Joints: Why Most Structural Leaks Start Here

Problems & Diagnosis

Key findings at a glance

  • A construction joint is an unplanned plane of weakness; an expansion joint is a designed gap. They need different treatments.
  • Waterstops cast in at construction stage cost a fraction of a per cent and prevent a lifetime of leakage.
  • Three site errors — off-centre bars, nailing through, and overlapping instead of welding — cause most waterstop failures.
  • Remedial joint sealing means injection; surface sealant alone rarely holds under water pressure.
  • Rigid sealing of a moving joint fails in its first thermal cycle, every time.

If you map where water enters concrete structures, the joints dominate. They are the planned and unplanned discontinuities in an otherwise continuous material, and they are where the waterproofing of a basement, tank or podium is really decided.

Two kinds of joint, two different problems

A construction joint exists because concrete is poured in stages. It is not designed to move; the intention is that the two pours behave as one. The problem is that they never quite do. Laitance on the surface of the first pour, incomplete cleaning before the second, and shrinkage of the newer concrete all leave a plane of weakness running through the full section.

An expansion joint is deliberate. It is a gap that lets two parts of a structure move independently as temperature and settlement act on them. The waterproofing across it must therefore move too, which rules out anything rigid.

Confusing the two produces predictable failures. Rigidly sealing an expansion joint fails within one thermal cycle. Treating a construction joint as if it were a movement joint, with a soft sealant and no attention to the plane of weakness, leaves the water path open.

At construction stage: the cheapest decision available

A waterstop cast into a joint costs a fraction of a per cent of the structure. Omitting it produces a joint that leaks for the life of the building and can afterwards be treated only by injection, at many times the cost. Every construction joint in a basement, water tank, lift pit or retaining wall should have one.

Waterstop types and where each belongs
Type Joint type Installation Note
Ribbed PVC waterbar Construction joint Cast in, centred on the section Lengths must be heat-welded, never lapped
Centre-bulb PVC waterbar Expansion joint Cast in, bulb aligned with the gap Bulb absorbs movement without straining the wings
Hydrophilic swellable strip Construction joint Glued to the hardened first pour Must be protected from rain between pours
Bentonite strip Construction joint, buried work Fixed to the joint face Needs confinement to develop the seal
Rubber waterstop High-movement expansion joint Cast in Dams, canals and heavy civil work
Re-injectable hose Construction joint Cast into the joint with accessible ends Allows sealing later without excavation

The last row deserves particular attention on any structure that will be inaccessible once complete. A re-injectable hose cast into the joint, with its ends brought to accessible points, means that if the joint leaks in five years it can be injected from inside the building rather than by excavating to it. On deep basements and infrastructure work this is standard practice and it costs very little at construction stage.

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The three site errors

Almost every waterstop failure we investigate is one of three things, and all three are avoidable with a jig, proper hangers and ten minutes of supervision.

  • Off-centre positioning. The bar is not centred on the joint, so one side has inadequate embedment and water simply tracks around the short leg.
  • Nailing through. The bar is fixed in position by nailing through it, which perforates the very barrier it forms, at regular intervals along its length.
  • Lapping instead of welding. Lengths are overlapped and taped rather than heat-welded, leaving an open channel straight through the joint at exactly the point where two lengths meet.

Remedial treatment: after the concrete is poured

Where a joint is already leaking, injection is the standard approach. Ports are drilled at an angle so they intersect the joint partway through the section, and resin is pumped in under pressure to seal it internally rather than at the face.

Resin selection follows the joint. For a construction joint that is not expected to move, hydrophobic PU foam gives a dimensionally stable permanent seal. For a joint that will continue to move, or that is wet only seasonally, a hydrophilic resin or a flexible acrylic gel is more appropriate, because a rigid seal will simply be torn open by the next movement cycle.

Surface treatment alone — a sealant bead run along the joint from inside — rarely holds against any real water pressure, because it is bonded only at the surface and the pressure acts across the whole section. It has a place as a finishing detail after injection, not as the repair.

Expansion joints in waterproofed surfaces

Where an expansion joint crosses a waterproofed terrace, podium or deck, the membrane has to span the joint while allowing movement. That means a purpose-made joint system — a bellows detail, or a membrane loop with slack built in and a backer rod beneath — so that the movement is absorbed by geometry rather than by stretching the membrane. Running a membrane flat across an expansion joint and sealing it down on both sides guarantees a tear, and it will occur at the point where water is most concentrated.

Leak tracking along a construction or expansion joint?

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Frequently asked questions

Construction joint or expansion joint — what is the difference?

A construction joint is where one pour stopped and the next began and is not designed to move. An expansion joint is a deliberate gap that must be allowed to move.

Why do construction joints leak?

Laitance, inadequate preparation and shrinkage leave a plane of weakness through the section, and a missing or badly installed waterstop turns it into a route.

Can a leaking joint be sealed afterwards?

Yes, by injection. Surface sealant alone rarely holds under pressure.

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