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Attachment 4 - Site Investigation and Slab Report
61
aug
2008
Technical note
Articulated Walling
Articulated
walling
PREFACE deal only with angular distortions in walls due
In 1984 the Cement & Concrete Association of to the response of a footing system to ground
Australia (now Cement Concrete & Aggregates deformations. Other movements in masonry walls
Australia) published Construction Note 9 Articulated are deemed to be accommodated by other types
Walling (CN9). It was replaced in 1991 by Technical of control joints. This document nevertheless
Note 61 (TN61) under the same title. This first recognises that it is often appropriate for articulation
edition of TN61 was a referenced document in joints to be multi-purpose, ie to function as
AS 2870.1 – 1988 Residential Slabs and Footings – expansion and/or contraction joints in addition to
Part 1: Construction. their primary function.
A second edition of TN61 published in 1998
took into account the provisions of a replacement 1 SCOPE
Standard, ie AS 2870 – 1996 Residential Slabs and This Technical Note deals with the articulation of
Footings – Construction. It remains a referenced masonry walls, both internal and external, built on a
document in that Standard. It is also a referenced concrete slab-on-ground or strip footing. The details
document in the Building Code of Australia (BCA), included also provide guidance for the articulation
Volume 2 Housing Provisions. of masonry walls with other footing systems on
This third edition of TN61 also takes into reactive soils, eg pier-and-beam footings.
account the requirements of all relevant Australian The joint spacings and details given are intended
standards including the draft of the yet-to-be- for masonry (brick and block) walls constructed of
published AS 4773 Construction Practices for materials such as clay, concrete, calcium silicate or
Masonry in Small Buildings. The definition of stone. Autoclaved aerated concrete (AAC) masonry
articulation joints used in this Standard has been walls are not covered in this document. While the
adopted, ie as a subset of ‘Control Joints’ they principles still apply, the joint spacing will need to
be appropriate for the increased stiffness of the
AAC wall system.
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