The MOW Demonstration No-Fines house is a rare 1940s Ministry of Works property constructed using reinforced no-fines concrete. With only two ever built, it represents an unusual form of post-war non-traditional housing. Its porous concrete walls rely on embedded steel reinforcement, making moisture control, cracking, and long-term concrete condition key considerations when assessing structural performance and ongoing maintenance requirements.

The MOW Demonstration Foamed Slag house is an exceptionally rare post-war experimental property, designed by the Ministry of Works in the 1940s using foamed slag aggregate concrete. With only two known examples constructed, this non-traditional two-storey semi-detached house features rendered reinforced concrete walls and a steep tiled roof. While historically significant, careful assessment of concrete durability, embedded reinforcement, and moisture performance is essential when considering purchase.

The MOW Demonstration Expanded Clay House is an exceptionally rare post-war Ministry of Works design, constructed using reinforced expanded clay aggregate concrete. With only two ever built, this non-traditional semi-detached house features rendered 8-inch concrete walls, continuous bar reinforcement above openings, and a tiled steep-pitch roof. Careful inspection of render condition, moisture exposure, and concealed reinforcement is essential when assessing structural durability and long-term performance.

Miller Temporary Bungalows are rare post-war, no-fines concrete prefabricated homes built between 1945 and 1946. Originally intended as temporary housing, surviving examples feature asbestos cement roofing, rendered concrete walls, and timber internal elements — all of which require careful inspection and ongoing maintenance consideration before purchase.

Miller No-Fines houses are a distinctive form of 1950s non-traditional concrete construction developed to address post-war housing shortages. Built using in-situ no-fines concrete and finished in render, they are durable in principle but rely heavily on effective moisture protection. Careful inspection of render condition, signs of damp penetration, and any evidence of reinforcement corrosion is essential when assessing long-term performance and mortgage suitability.

The Maxim House is a post-war reinforced concrete system-built property constructed between 1949 and 1954 by A A Stuart & Sons (Glasgow) Ltd. Built primarily in semi-detached and terraced forms, these homes feature dense reinforced concrete cavity walls with Pyroc render and concrete tiled pitched roofs. While structurally robust in design, their long-term performance depends on the condition of embedded steel reinforcement, with corrosion, carbonation, and concrete spalling representing the principal inspection considerations.

When considering a property purchase in the UK, understanding the history, construction, and potential risks associated with the property type is crucial. One such property type that demands attention is the Lowestoft Borough house. This article…

The Lamella House is a distinctive post-war non-traditional property built between 1946 and 1948 by F Hills & Sons Ltd. Constructed using rendered no-fines concrete at lower level with cavity brickwork above and a timber lamella grid roof structure, only 183 units were produced. Key inspection priorities include the condition of the concrete, potential steel corrosion, carbonation risk, and the long-term performance of the timber roof framework.

The Kirton house is a rare 1920s reinforced concrete terraced property constructed during the post-war housing boom. With only eight built, it represents an uncommon non-traditional construction type featuring rendered concrete walls, cast-in ventilation cavities, and a hipped concrete tiled roof. Its reinforced concrete frame and moisture management detailing require careful inspection, particularly in relation to carbonation risk, potential reinforcement corrosion, and long-term durability.

Incast houses are rare 1940s no-fines reinforced concrete homes built by the Metropolitan Concrete Co. Ltd to address post-war housing shortages. Typically two-storey and rendered throughout, they feature reinforced concrete walls, concrete strip foundations, and a distinctive flat-roofed bay window. Their long-term performance depends on the condition of the concrete, embedded reinforcement, and protection against moisture ingress, making careful inspection essential before purchase.

The Herald house, also known as the Page-Johnson house, is a 1960s non-traditional property combining timber-framed front and rear elevations with lightweight and dense concrete flank and separating walls. Typically found on suburban estates, these homes feature shallow pitch hipped roofs and timber cladding, with key inspection concerns focusing on moisture protection, timber condition, and potential concrete deterioration.

Gadie houses are rare 1920s semi-detached homes built using clinker concrete and reinforced concrete elements. With only 82 constructed, their structural performance depends heavily on the condition of reinforced columns, lintels and rendered elevations. Careful inspection of moisture ingress, corrosion risk and wall movement is essential when assessing this distinctive non-traditional construction type.

The Forrester-Marsh house is a rare 1920s non-traditional terraced property constructed using dense and clinker aggregate reinforced concrete. With only around 50 built, these homes are notable for their rendered concrete walls, hipped tiled roofs and distinctive recessed porches. Their long-term performance depends largely on the condition of the reinforced concrete, particularly in relation to carbonation, cracking and potential reinforcement corrosion, making careful inspection essential prior to purchase.

Foamed Slag houses are a post-war system-built form of non-traditional construction built between 1946 and 1951 using 9-inch no-fines concrete walls with reinforced ring beams. While relatively limited in number, they present recurring inspection priorities, particularly vertical and horizontal cracking, render spalling and moisture ingress affecting the concrete envelope. Careful assessment of structural movement, reinforcement detailing and long-term maintenance history is essential when considering purchase.

Firmcrete houses are 1960s system-built properties constructed using timber framing, cement-bonded chipboard slabs and reinforced concrete infill, typically with flat felted roofs and internal gutter systems. Around 2,000 were built, mainly in urban and suburban developments. Particular attention should be paid to the condition of reinforced concrete elements, roof coverings and moisture management when assessing these properties.