Articulated Joints

These are often referred to simply as control joints and have been used by designers and builders since the late 1980s however it was not until the early 1990s that control joints were regularly placed in walls where inflexible materials such as bricks/blocks were used. From around the late 1990s they have become very important and an integral part of a masonry structure – except where a structure is built on foundation material classified as rock (class A) or similar as they are not needed because the ground is far more stable than reactive clay foundation material.

Articulated joints are also an important aspect of the Queensland building construction commissions ‘Subsidence Policy’.  These vertical joints consist of a compressible material often with a flexible outer sealant, are typically 10mm wide and are usually placed vertically above or below window and door openings or where some movement in the masonry can be expected.

It is recommended they be strategically placed at 5m centres.  These joints are designed to minimise cracking of masonry units and to minimise window and door jamming which can occur following natural ground movement from shrinkage (prolonged dry periods such as drought) or swelling (following rain periods), particularly where there is a foundation material of a reactive clay nature.  Articulated joints are now required on all sites except those classified A and S.  See also Item 4.3. “GENERAL INFORMATION” Trees. (Ref:  Master Builders publication, Dec 2004-Jan 2005, Page 52, “Articulated Walling”) and ‘Cement and Concrete Association Technical Note 61’.

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