VinawoodVinawood *

« Concrete Cold Joints: Causes, Prevention & When They Matter » n'est pas encore disponible en Français

Nous n'avons pas encore traduit cette page. Parcourez tous nos Blog ci-dessous — nous traduisons davantage de contenu prochainement.

Voir tous les Blog

Curated by Vinawood

Dive Deeper Into This Topic

Related Reading

Concrete form plywoodThe pillar guide to forming plywood types, sizes and grades, and how panel choice fits into a clean, continuous pour.
Concrete pressure on formworkHow pour rate and temperature drive the lateral pressure on the form, the same variables that open the window for a cold joint.
Formwork removal timeWhen to strike walls, slabs and beams, and how clean, on-time striking protects both the concrete edges and panel reuse.
Bug holes in concreteA companion guide to surface air voids, another as-cast condition driven by placement and the mix rather than the panel.
Concrete spallingThe post-cure durability defect that develops years later from corrosion, freeze-thaw and low cover, distinct from a placement-stage cold joint.
Fair-faced concreteHow the form face, joints and release agent shape an as-cast architectural finish where joint lines become part of the visible surface.

Quick Answers

How long before a concrete cold joint forms?
There is no fixed number. The window runs until the previously placed concrete reaches initial set, after which a fresh lift can no longer be vibrated into it. Initial set depends on temperature, cement type and admixtures, so the practical limit can be under an hour in hot weather and longer in cool conditions or with a set retarder. The reliable trigger is the surface state, not the clock: if a poker will no longer blend a new lift into the last, the window has closed.
What is the difference between a cold joint and a construction joint?
A cold joint is an unplanned discontinuity left when a placement delay stops two lifts bonding. A construction joint is the planned version of the same break, located and detailed by the engineer, with its surface prepared and bonded so the two pours act as one. The recommended response to an unavoidable pour stoppage is to convert it into a properly prepared construction joint rather than let it become a cold joint.
Are concrete cold joints structurally serious?
It depends on location and exposure. A cold joint is a plane of reduced bond, weaker in tension and shear, so it can matter where the joint crosses a path of significant load, and that assessment belongs with a structural engineer. It is also a potential water path, which is the main concern on basement, water-retaining or freeze-thaw-exposed elements. On a dry, lightly loaded face it is often cosmetic. Classify the joint by where it sits before deciding anything.
How do you prevent cold joints in concrete?
Plan the pour so the placement rate never outruns supply, secure continuous concrete delivery with a contingency for a late truck, use a set-retarding admixture on hot-weather or large continuous pours, and vibrate each new lift into the surface of the one below while it is still workable. Where a stop is unavoidable, locate it deliberately as an engineer-approved construction joint rather than letting the pour stall in an arbitrary spot.
Does the formwork plywood cause cold joints?
No. A cold joint is a pour-scheduling, supply and weather problem, not a panel defect. The form face has only a supporting role: tight, well-braced forms with sealed joints stop grout loss that would exaggerate a joint line, and a clean, leak-tight stop-end gives a sound surface to prepare a planned construction joint against. No plywood panel causes or cures a cold joint.