The Fidler House
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The Fidler House

The Fidler House is a 1920s system-built property constructed using clinker concrete block walls with a concrete core and rendered external finish. Around 2,000 were built between 1926 and 1928, typically as two-storey semi-detached or terraced homes with tiled hipped roofs. Inspection priorities focus on cracking patterns, render deterioration, and potential wall tie corrosion, all of which influence long-term structural performance and maintenance requirements.
The Farrans No-Fines House
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The Farrans No-Fines House

Farrans No-Fines houses are 1960s post-war properties constructed using a distinctive no-fines concrete wall system, finished externally with render and typically arranged as two-storey terraces. While not classed as defective, their long-term performance depends heavily on the condition of the concrete panels and protective coatings, making careful inspection of cracking, spalling and moisture penetration essential before purchase.
The Easiform Type 2 House
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The Easiform Type 2 House

Easiform Type 2 houses, built by J Laing Construction Ltd between the 1920s and 1970s, are a widely recognised form of UK system-built housing. Constructed using in-situ clinker aggregate concrete for their structural walls, they were developed to deliver durable, rapidly built homes at scale. While not classed as defective under legislation, their long-term performance depends heavily on the condition of the concrete, protection of embedded reinforcement, and effective moisture management. A thorough building survey is essential to assess cracking, carbonation risk, and overall structural integrity before purchase.
The Easiform Type 1 House
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The Easiform Type 1 House

Easiform Type 1 houses were built between 1919 and 1928 as part of early post-war housing programmes and are constructed using clinker aggregate concrete. Manufactured by J Laing Construction Ltd, around 2,100 were produced across the UK. Their long-term performance depends largely on the condition of the concrete, potential carbonation, and any embedded steel, making careful inspection of cracking, moisture ingress, and structural durability essential before purchase.
The Duo-Slab House
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The Duo-Slab House

The Duo-Slab (Airey) house is a 1920s non-traditional property built using clinker aggregate concrete columns with rendered infill panels. Developed in response to post-World War I housing shortages, around 4,650 were constructed across the UK, typically as semi-detached or terraced homes. While not classified as defective under legislation, these properties require careful inspection due to risks associated with carbonation, sulfate attack, render cracking and potential structural movement.
The Dry Walls House
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The Dry Walls House

Dry Walls houses, built in the 1920s by the Victoria Construction Co., are early non-traditional concrete properties typically found as bungalows or semi-detached homes. Constructed with layered concrete walls, integral damp-proof detailing and concrete block columns, they reflect historic building methods that require careful modern assessment. Key considerations include ageing concrete, potential asbestos-containing materials, damp-proof membrane performance, and the condition of structural elements. A detailed building survey is essential to properly evaluate risk before purchase.
The Diatomite House
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The Diatomite House

Diatomite houses are 1920s non-traditional concrete properties built primarily in Manchester to address post-war housing shortages. Constructed using dense and clinker aggregate concrete with diatomite slabs and terracotta blockwork, they are identifiable by their rendered lower walls and brick string courses. The principal risks relate to cracking, carbonation and reinforcement corrosion, making detailed pre-purchase inspection particularly important.
The Dagenham Special House
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The Dagenham Special House

The Dagenham Special house is a rare 1920s municipal concrete construction type built in limited numbers in East London. Recognised for its rendered dense and clinker aggregate concrete walls, hipped roof form and concrete window frames, it requires careful inspection — particularly for cracking and potential corrosion of embedded mild steel components — to properly assess structural condition and long-term performance.
The Craftcast House
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The Craftcast House

Craftcast houses are a rare post-war reinforced concrete property type, with only around 200 built in the 1940s by Jones & Harvey to a Craftcast Ltd design. Characterised by reinforced concrete walls, floors and flat asphalt-covered roofs with cast-in box gutters, they require careful assessment of concrete durability, embedded steel reinforcement and long-term moisture management before purchase.
The Corvus House
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The Corvus House

The Corvus House is a rare 1946 post-war non-traditional property designed by N. Rooke and manufactured by William Cowlin & Son Ltd. Constructed using reinforced concrete cavity walls with foamed slag inner leaves and pre-stressed concrete floor and roof elements, only four examples were built. Its durability depends largely on the long-term performance of reinforced concrete components, making careful inspection of carbonation, moisture ingress and structural condition essential.
The Corolite House
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The Corolite House

The Corolite house is an interwar system-built property constructed using clinker aggregate no-fines reinforced concrete. Built primarily as two-storey terraced homes between 1923 and 1927, these properties are characterised by rendered concrete walls, reinforced concrete first floor slabs in many variants, and hipped tiled or slated roofs. While not officially designated as defective under legislation, long-term risks include cracking from unstable aggregate and corrosion of embedded reinforcement, making careful inspection essential prior to purchase.
The Cook House
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The Cook House

The Cook House is a rare 1920 system-built reinforced concrete property, with only 14 ever constructed. Typically found in semi-detached suburban settings, these early concrete homes are identifiable by their pebbledash-rendered walls and hipped tiled roofs. However, vertical cracking, potential concrete durability concerns, and moisture-related defects mean careful structural assessment is essential before purchase.