Clay Brickwork
Both B.R.E. Digest 164 and BS5268: Part 3 confirm that movement joints should be provided at 12m intervals in continuous brickwork. Movement joints should be provided in the following positions:The width of the joint in millimetres should be about 30% more than the distance between joints in metres i.e.; movement joints at 12m centres will need to be about 16mm wide. (Unrestrained, unreinforced walls, but can be applied to walls in all situations to ere on the side of safety).
Wall ties should be provided at 300mm vertical spacings, on either side of the joint. (Masonry is unlikely to develop tensile cracks, except in short returns of less than 1m in length).
Calcium Silicate Bricks
Movement joints should be provided in external walls at intervals of about 7.5m to 9.0m. The width of the joint should be between 10mm and 13mm.In internal walls, movement joints are only needed if the wall is going to be plastered before the brickwork has dried out.
Lightweight Aggregate Concrete Blocks
Movement joints at 6.0m to 9.0m intervals, with a 10mm wide joint.Autoclaved Aerated Concrete Blocks
(Refer to Durox and Thermalite literature)Seals
Materials for joints to BS6213The depth of the seal should be at least between 2 x width and 1 x width of the joint.
Filling materials: a pressure of about 0.1N/mm2 should be sufficient to compress the material to 50% of its original thickness. Filling materials are usually Polymer Foams;Materials not to be used are: Hemp, fibre board, cork
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