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Home Glossary E Engineering Brick
Masonry noun

Engineering Brick

/ ˌɛndʒɪˈnɪərɪŋ brɪk /

Also known as: Class A brick, Class B brick, blue engineering brick, Staffordshire Blue

An engineering brick is a dense, hard, low-water-absorption clay brick fired at high temperatures, classified as Class A (max 4.5% water absorption, min 125 N/mm2 compressive strength) or Class B (max 7% water absorption, min 75 N/mm2). Its very low porosity makes it resistant to moisture, frost, and chemical attack. Engineering bricks are used wherever standard bricks would fail - below DPC level, in manholes and sewers, in retaining walls, at copings and sills, and in heavily trafficked industrial floors.

In domestic construction, engineering bricks appear most commonly below the DPC in external walls (Class B is standard here), at oversite level on slab edges, and as manhole rings and inspection chamber walls. The two-course engineering brick slip DPC - two courses of engineering bricks laid in strong cement mortar (1:3) - was the traditional method of providing a damp-proof course in Victorian and Edwardian buildings before bituminous felt DPCs became standard, and still functions well where intact.

Engineering bricks require a stronger mortar than facing bricks - 1:3 or 1:4 OPC:sand rather than the 1:5 or 1:6 used for most facing brickwork. Their low absorption means they do not bond as readily with mortar, and joints must be well filled and struck carefully. On Victorian infrastructure (railway bridges, retaining walls, sewer linings), engineering brickwork in lime mortar has proved extraordinarily durable - many structures built in the 1840s and 1850s remain in service with minimal maintenance.

StandardBS EN 771-1 - Specification for clay masonry units
Class AMax 4.5% water absorption, min 125 N/mm2 strength
Class BMax 7% water absorption, min 75 N/mm2 strength
Below DPC mortarMin 1:4 OPC:sand - stronger than above-DPC designations

Approved Document C requires external walls to resist moisture rising from the ground - engineering bricks below DPC level satisfy this requirement by their inherent low water absorption. Approved Document A requires masonry to be specified to meet the structural demands of its application. Engineering brick classification is defined in BS EN 771-1 and the mortar specification for below-ground masonry is covered in BS EN 1996-1-1 (Eurocode 6).

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