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Cast-iron architecture

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Through Industrial Revolution, Steel and Tension (physics)

Structural use

Cast iron is not a good structural material for handling tension or bending moments because of its brittleness and relatively low tensile strength compared to steel and wrought iron. However, cast iron does have good compressive strength and was successfully used for structural components that were largely in compression in well-designed bridges and buildings. In a few instances bridges and buildings built with cast iron failed when misused.

Cast iron was used as early as the 9th century in pagoda construction in Tang dynasty China. Texts written by the Japanese Buddhist monk Ennin describe in detail the cast-iron pagodas and statues widespread in China at the time. Persecution of Buddhism in China in the 840's led to the destruction of many of these structures. The later Song dynasty also built cast iron pagodas, exploiting its ability to be both structural and to be cast in any shape, such as in imitation of the timber and tiles of a standard pagoda. The 22m Iron Pagoda at the Yuquan Temple (Jade Springs Temple), Dangyang, Hubei, was built during the Song dynasty in 1061, and is the most outstanding example to survive. Cast iron pagodas were then superseded by even more elaborate bronze ones, but cast iron continued to be used for decorative items such as bowls and statues.

In Europe, it was in late 18th-century Britain that new production methods first allowed cast iron to be produced cheaply enough and in large enough quantities to regularly be used in large building projects. New production methods included using steam engine powered blast air, which allowed higher blast furnace temperatures, which in turn allowed the use of more limestone to be added with the iron ore charge. The higher furnace temperatures made the slag produced with the additional lime to flow more freely. The calcium and magnesium in the lime helped tie up sulfur, which allowed the use of coke for fuel. The higher furnace temperatures also increased the furnace capacity.

Bridges

One of the first important projects was The Iron Bridge in Shropshire, opened in 1781, a precedent-setting structure made almost entirely of cast iron. However, it was grossly over-designed, and the makers (principally Abraham Darby) suffered financially as a result. The quality of the iron used in the bridge is not high, and nearly 80 brittle cracks are visible in the present structure. Nevertheless, its success led to the use of cast iron for further bridges and structures by the Coalbrookdale foundries and others.

Engineer Thomas Telford improved both the design and quality of the material in bridges, for example, at Buildwas in 1796, upstream of Coalbrookdale, and also for aqueducts, such as the world-famous Pontcysyllte Aqueduct in North Wales, built in 1805, where both the arches and the trough are constructed of cast iron. On the continent, the 1804 Pont des Arts in Paris is an early and elegant use of cast iron for a major city river crossing (the metal work of the current bridge is a near identical copy built in 1984 due to structural decay).

Another notable example is the elegant Ha'penny Bridge in Dublin, cast by the Coalbrookdale foundry, and built in 1816. The superior performance and greater spans of wrought-iron, and later wire suspension bridges, soon superseded cast iron for bridge construction.

Early use in buildings

Cast-iron columns for buildings had the advantage of being extremely slender, compared with masonry columns capable of supporting similar weight. That saved space in factories, and so after the five-storey 1795 Ditherington Flax Mill with its internal structure of cast-iron proved the concept, it became ubiquitous in the multi-level mills of northern England, and then across Europe and the United States, helping to fuel the Industrial Revolution. Its usefulness for multi storey buildings ensured it remained popular for all kinds of industrial and commercial structures, as well as supports for balconies in theatres and even in churches, up until it was finally replaced by steel in about 1900.

Cast iron was also taken up by some architects in the early 19th century where smaller supports or larger spans were required (and where wrought iron was too expensive), notably in the Royal Pavilion in Brighton, designed by John Nash and built between 1816 and 1823, where cast iron columns were used within the walls, as well as cast iron beams, to enable the construction of the decorative domes; the columns in the kitchens were disguised as palm trees.

Roof frames

An elaborate cast iron frame was used for the dome of Saint Isaac's Cathedral in St Petersburg (1837–38), and the new roof following a fire of Chartes Cathedral (also 1837–8, and the widest span of a metal roof at the time). Similarly large span beams were also to support the wide roofs of the Palace of Westminster (1840s–50s).

Piers

Cast iron was also used as the principle support structure for seaside piers, with multiple slender columns able to support long decks of wrought iron and wood, and later large halls and pavilions; engineer Eugenius Birch built the first, Margate Pier in 1855, followed by at least 14 piers in Britain in the 1860s–80s, and many more in Europe.

Use with wrought iron

Cast iron was not useful for items in tension like beams, where the more expensive wrought iron was preferred. Improvements in production saw the costs decrease at the same time as cast iron gained popularity. The puddling process, patented in 1784, was a relatively low cost method for producing a structural grade wrought iron. Puddled wrought iron was a much better structural material, and was preferred for bridges, rails, ships and building beams, and was often used in combination with cast iron, which was better in compression.

Steel

Steel was an even better structural material than wrought iron, and new steel making processes developed in the late 19th century greatly lowered the cost of production to far below the cost of wrought iron. The widespread use of cast-and-wrought iron frames in multi-level buildings was translated into steel-frame buildings, and was an essential step in the development of the modern skyscraper.

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