Recycling and reuse


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Scarcity of resources and the need to reduce the environmental impacts of winning and processing construction materials and products is placing a greater emphasis on resource efficiency within the construction industry. It is estimated that the UK construction industry consumes some 420Mt of materials annually and generates some 90Mt of (construction, demolition and excavation) waste, of which 25Mt ends up in landfill. Therefore there is significant scope for improving resource efficiency within the industry.

The developing Circular economy agenda, particularly the Action plan recently launched by the EU, is also focussing greater attention on waste, resource efficiency and recycling and reuse in construction.

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Over 500 million tonnes of steel are recovered and recycled annually worldwide

Major improvements in materials resource efficiency are possible without increasing cost by:

  • Reducing the quantity of materials being sent to landfill during the construction process by ‘designing out waste’ and effective site waste management
  • Reusing, recycling and recovering waste material as appropriate
  • Utilising materials and products with a high recycling and reuse potential.

These are also fundamental to achieving the coal of the circular economy.

The focus of this article is the second and third of these; reuse and recycling.

[top]What is recycling and reuse?

Reuse and recycling are key stages of the UK Waste Hierarchy and are the preferred options after all has been done to prevent waste in the first place.

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UK waste hierarchy

Reusing and recycling construction products avoids or reduces waste and saves primary resources. By using materials that have a greater potential for reuse and recycling, it is more likely that the value of these products at their end-of-life will be realised in future applications.

Some materials are more recyclable than others, for example the process of recycling may be easier or the recyclate may have a higher economic value. It is therefore more likely that such products will be efficiently recycled in the future and designers should be encouraged to use such products.


By recycling, we contribute to more sustainable development by eliminating or reducing waste and by saving primary resources. Also, recycling some materials, like metals, saves energy (and reduces carbon emissions) since it requires less energy to re-melt scrap than it does to produce new metal from primary resources.

The benefits of recycling are well understood and include:

  • Reducing waste, i.e. diverting waste from landfill
  • Saving primary resources, i.e. substituting primary production
  • Saving energy and associated greenhouse gas emissions through less energy intensive reprocessing.

Although these benefits apply to many commonly recycled materials, there are some important differences in the properties of materials that influence the environmental benefit of recycling and particularly how these benefits are quantified.

Metals, for example, are infinitely recyclable, i.e. they can be recycled again and again into functionally equivalent products - this is the most environmentally beneficial form of recycling.

Other products are ‘down-cycled’ into new products that are only suitable for lower grade applications because the recycled product has different, usually lower, material properties. Although waste is diverted from landfill by down-cycling, only lower grade primary resources are saved. For example crushing bricks and concrete for hardcore or sub-base saves aggregates but doesn’t save the resources required to make new bricks or new concrete.

For recycling to be sustainable in the long term, it is important that the recycling process is financially viable. This is frequently the biggest hurdle to recycling, particularly for products and materials that are down-cycled into lower grade, low value applications.

Current end-of-life scenarios for three of the most common construction materials; concrete, timber and steel are shown. The table describes the end-of-life outcomes of these materials against the established UK Waste Hierarchy.

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End-of-life scenarios for concrete, timber and steel from buildings

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Current end-of-life outcomes for concrete, timber and steel

The challenge in assessing the embodied environmental impacts of products therefore is how the benefits of highly recyclable materials should be quantified and assessed relative to products that are downcycled or landfilled. This is a new discipline for designers who are used to thinking about how buildings are constructed, i.e. put together, but have generally not been concerned about how they are deconstructed so that their constituent parts can either be easily recovered for reuse or recycling.

A case study on recycling of steel at the Teesside Meltshop at Lackenby can be accessed by clicking here.

[top]How to account for the benefits of recycling?

Life cycle assessment (LCA) is widely recognised as the best and most rigorous tool for assessing the environmental impacts of products and services.

In LCA the benefit of recycling may be considered as an ‘environmental credit’ or benefit. Recycling avoids the higher burdens of primary material production but this environmental saving lies in between two adjoining product systems, i.e. the upstream system which produced the scrap materials, e.g. demolition of a building; and the downstream system which will consume the recycled material, e.g. steel production. How this ‘benefit’ is shared (or allocated) between the two adjoining systems is an important and controversial issue in LCA and, to a large extent, depends on the goal and scope of the study.

[top]Steel and recycling

Steel is 100% recyclable and is highly recycled. In the UK, the overall average end-of-life recovery rate for steel from buildings has been estimated from surveys to be 96% It is important to remember that this is true recycling; every tonne of scrap recovered substitutes one tonne of primary steelmaking and this can happen again and again, with existing technology and without any degradation in terms of properties or performance.

[top]Steel production

Steel is produced by one of two production routes:

  • The primary or basic oxygen steelmaking (BOS) route; based primarily on the reduction of iron ore and incorporating typically 10% to 15% of scrap steel
  • The secondary or electric arc furnace (EAF) route; 100% scrap based production.

In 2011, global production of crude steel was 1.5 billion tonnes and the production split between the two routes was approximately 70:30 (BOS:EAF). Over 500 million tonnes of this total is estimated to have come from scrap. Although the amount of scrap recycled is generally increasing, scrap supply is constrained by availability and as shown, supply cannot meet the global demand for new steel and therefore primary steelmaking from iron ore is still required. It is noted that the greatest demand is in the developing economies where steel is being used to develop infrastructures and buildings. In many developed economies, there is a much closer match between steel demand and scrap supply.

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Global steel demand vs Global scrap supply

As shown in the figure below, steel scrap from both (primary and secondary) production routes is recycled back into either route. Therefore although there are two separate manufacturing routes, they are linked by the flow of steel scrap and therefore can be considered as a single system.

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A coupled system comprising primary (BOF) and secondary (EAF) steelmaking

[top]Steel recycling

Since steel was first mass produced in the 1880s it has always been highly recycled. Principally because:

  • Steel has a relatively high economic value - the price paid for UK scrap structural steel in 2016 was around £90 per tonne
  • The versatility of steel means that it can be easily recycled or remanufactured into new applications as demand dictates
  • Steel’s magnetic properties mean that it can be efficiently segregated from mixed waste streams.

Steel is available in thousands of different compositions (grades), each tailored to specific applications in sectors as diverse as packaging, engineering, white goods, vehicles and construction. Construction is the largest market sector for steel in the UK accounting for around one third of consumption. This versatility promotes recycling since steel scrap can be blended, through the recycling process, to produce different types of steel (different grades and products) as demand dictates. For example, steel from redundant industrial machinery can be recycled into more contemporary products such as cars or white goods which, in turn, can be recycled into new, maybe as yet undiscovered, applications in the future. A case study on this involving the Teesside Meltshop at Lackenby can be accessed here.

Steel products in-use today all contain a proportion of recycled steel from previous incarnations. This can be one or many previous uses. Originally this ‘recycled’ steel was produced from iron ore and therefore how the initial impacts of primary production, are shared over subsequent uses of the same material is an important question in quantifying its whole life environmental impacts.

As long as recycling continues therefore, the life of a steel product is, in effect, infinite and individual incarnations or uses of a steel product, are merely parts of the larger life cycle of the material. By considering the environmental impact of these intermediate lifecycle stages in isolation, an incomplete, ‘snap-shot’ of the overall impact is obtained. For example, by only considering the recycling step but excluding the initial, generally larger, impact from the initial primary production.

This is illustrated in the figure below which shows the environmental impact of a hypothetical metal product over five life cycles or recycling steps. The environmental impact of the first or primary production process is 10 units and the impact of the secondary or subsequent process, i.e. the recycling process, is 3 units. A 100% recycling rate is assumed for simplicity. Note that for structural steel this is a realistic assumption see results from a recent survey.

If we take a ‘snap-shot’ of say the third life cycle, the environmental impact is 3 units. But this ignores the initial impact of the primary production step (Cycle 1). Similarly, if we only consider the first life cycle but ignore all subsequent cycles, the impact is 10 units. In reality, as shown, the average impact of the product is somewhere between the two; in this case, 4.4 units (10 + 4 x 3 = 22 divided by 5). This average value in practice will depend on the number of cycles and the recycling rate achieved for a particular product.

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Averaging impacts over multiple recycling steps

[top]Steel construction and recycling

Establishing accurate reuse and recycling rates for construction materials is difficult. (Recycling or reuse rate is defined as the proportion of material arising, from demolition, refurbishment, etc, that is recycled or reused).

Waste occurs during the construction and refurbishment of buildings and when they are ultimately demolished and therefore material becomes available for recycling at each of these stages. As prefabricated products and systems, waste from the manufacture of steel construction products is easily collected and segregated for recycling and, on the construction site, steel products generate very low or zero waste.

Manufacture and construction wastage rates for steel construction products
Generic product Wastage rates (%)
Manufacture1 Construction2
Sections 4.1 0
Profiled cladding and decking 2.3 5
Sandwich panels (steel only) 3.9 5
Composite floor decking 1.4 N/A
Light gauge steel 3 2.5

1 Life cycle assessment (LCA) for steel construction, European Commission, EUR 20570 EN
2 Site wastage rates used for the Green Guide to Specification, BRE

While the amount of scrap steel that is collected for recycling is known, it is much more difficult to establish the amount of scrap steel arising from the construction and demolition of buildings. In the UK in 2015, 9.0mt of scrap steel were recovered (from all market sectors) for recycling. It is estimated that construction steel accounts for just 8% of this total. This proportion is much lower than 29% (which is the proportion of UK steel consumption used for construction) and reflects the longevity of steel construction products and implies that the stock of steel in UK buildings and infrastructure is increasing.

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Estimate of the breakdown of steel scrap arisings in the UK[1]

To establish recycling and reuse rates for steel construction products, a survey was carried out with demolition contractors in 2000. This survey was repeated in 2012[2]. The table gives the estimates for UK steel construction products resulting from the second of these surveys[2].

Product % Reused % Recycled % Lost
Heavy structural sections/tubes1 7 93 0
Rebar (in concrete superstructures) 0 98 2
Rebar (in concrete sub-structure or foundations) 2 95 2
Steel piles (sheet and bearing) 15 71 14
Light structural steel 5 93 2
Profile steel cladding (roof/facade) 10 89 1
Internal light steel (e.g. plaster profiles, door frames) 0 94 6
Other (e.g. stainless steel) 4 95 1
Average (across all products) 5 91 4

Summary of reuse and recycling rates from the 2012 Eurofer survey (with additional responses)[2].
1For practical purposes a 99% recycling/reuse rate is generally assumed to account for small losses of material during the lifecycle of the product.


As distinct from recycling, reuse of construction products involves their reuse with little or no reprocessing. Reuse offers even greater environmental advantage than recycling since there is no (or few) environmental impacts associated reprocessing. For example, reusing a steel beam in its existing form is better than remelting it and rolling a new steel beam, i.e. the energy used to remelt the beam is saved.

As with recycling, some construction products and systems are more amenable to reuse than others and therefore designers should be encouraged to think about not only how their buildings can be easily and effectively constructed but also how they can be efficiently deconstructed. This is a new discipline for most designers.

Although complete buildings and different elements of steel buildings can be reused, here we focus on structural building elements.

Already some industries such as the agricultural sector (where aesthetics are generally of less concern than other sectors) commonly reuse steel structures and cladding components. In addition, salvage of construction materials has been undertaken for many years albeit it a relatively small and specialist scale. Common categories of salvaged construction products include:

  • Architectural salvage
  • Cobbles, slates, flagstones
  • Bricks
  • Reclaimed timber
  • Reclaimed flooring
  • Structural steel
  • Steel portal frames
  • Railway sleepers.

Sourcing reclaimed construction products has been enhanced via the use of the internet and the ability to easily search for specific products.

A case study showcasing the reuse of steel at the Honda central receiving building can be accessed here.

[top]Barriers to reuse

There are many barriers to the more widespread reuse of construction components. These include:

Technical barriers:

  • Lack of standardization of components
  • Ensuring and warranting the performance of reused components
  • Lack of detailed knowledge of the product’s properties and in-use history (this may be inmportant, for example, if the component has been subject to fatigue loading)
  • Quality assurance of reused products
  • Robustness of products in the deconstruction process, i.e. many lighter products do not survive the deconstruction process intact
  • Practicalities of economic deconstruction including deconstructing composite components

Logistical barriers:

  • Assured availability of supply
  • Demolition programmes are too short to enable contractors to deconstruct buildings
  • Sufficient storage space for recovered products
  • Deconstruction as opposed to demolition has significant impacts on the health and safety precautions required


  • Lack of commercial drivers for reuse
  • Cost of storage, cataloguing, refurbished products, etc.
  • Cost of testing to verify and guarantee properties
  • Client expectation that ‘second-hand’ products should be cheaper than new ones
  • Additional cost of deconstruction over (faster) demolition (as opposed to demolition which is generally undertaken using remote machinery)


  • How to manage and apportion risk and liability associated with deconstruction and reuse.

[top]Reusing structural steel

Steel buildings and steel construction products are highly and intrinsically demountable. This potential is illustrated by the large number of temporary works systems that use steel components, e.g. scaffolding, formwork, sheet piles, etc. Provided that attention is paid to eventual deconstruction at the design stage, there is no technical reason why nearly all of the steel building stock should not be regarded as a vast ‘warehouse of parts’ for future use in new applications.

Steel can be reused at both the product and the building level. Already some industries, such as the agricultural sector, commonly reuse steel structures and cladding components.

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British Pavilion, Seville Expo ’93

Many steel construction products and components are highly re-usable including:

The process is straightforward; for example, deconstructed sections are inspected to verify their dimensional properties; tested to confirm their strength properties and the section is then shot or sand blasted to remove any coatings and refabricated and primed to the requirements of the new project. This will usually involve cutting the ends of the beams and columns to the required length.

There is, however, significant scope for increasing reuse of steel construction products and work is underway within the sector to promote and facilitate this. The proportion of recovered products that are reused will increase as design for deconstruction is better understood and a stronger market for reusable steel construction products is stimulated. The ability of the steel construction sector to facilitate these advantageous processes has been enhanced by the standardisation of components and connections.

At the building systems level, modular construction offer the greatest opportunities for reuse. Modules or pods can be deconstructed from the building and refurbished and reused on the same or an alternative building.

At a much larger scale, complete steel buildings can be reused. An early example is the British Pavilion at the Seville Expo in 1993 (see right). This innovative, energy efficient steel building was designed to be reused after the Expo.

Research carried out by the Steel Construction Institute[3] has estimated that there is around 100 million tonnes of steel in buildings and infrastructure in the UK. This ‘stock’ of steel is an important and valuable material reuse that will be reclaimed and either reused or recycled in the future.

[top]Design for reuse

To facilitate greater reuse it is important that designers not only use steel but also do what they can to optimise future reuse. Steps that the designer can take to maximise the opportunity for reusing structural steel include:

  • Use bolted connections in preference to welded joints to allow the structure to be dismantled during deconstruction
  • Use standard connection details including bolt sizes and the spacing of holes
  • Ensure easy and permanent access to connections
  • Where feasible, try to ensure that the steel is free from coatings or coverings that will prevent visual assessment of the condition of the steel.
  • Minimise the use of fixings to structural steel elements that require welding, drilling holes, or fixing with Hilti nails; use clamped fittings where possible
  • Identify the origin and properties of the component for example by bar-coding or e-tagging or stamping and keep an inventory of products
  • Use long-span beams as they are more likely to allow flexibility of use and to be reusable by cutting the beam to a new length.

Working in partnership with BioRegional, Ellis & Moore Consulting Engineers, have developed a system of visual inspection to check the structural integrity of steel sections. They are also able to offer advice on design detailing and contract specification clauses for dealing with reclaimed steel. All reclaimed steel can be purchased from BioRegional Reclaimed with a structural performance warranty from Ellis & Moore.

[top]Reusing existing buildings

Existing buildings can be reused in-situ or dismantled and re-erected at a different location.

By reusing existing buildings, not only is demolition waste minimised but the new resources required to renovate and refurbish the building are much less than those required to construct a new building. In addition, reusing existing buildings can preserve the cultural and historic value of older buildings. Such as the redevelopment of Kinnaird House which achieved achieved an excellent BREEAM rating.

Modern renovation and refurbishment techniques and systems enable older buildings to be improved and brought up to today’s high standards of building performance in areas such as thermal and acoustic insulation.

[top]In-situ reuse

For many buildings it is the failure or deterioration of the envelope, rather than the structure, that precipitates its premature demolition. This can be aesthetic deterioration, changing fashion or, as is often the case, the need to update the envelope to modern standards of thermal performance.

A case study on reusing and extending buildings can be accesed here.

[top]Reuse at a new location

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Dismantled and relocated steel car park, Munich

In the example shown, this steel car park in Munich, Germany was dismantled and re-erected at a new location.

A case study on relocating buildings, the Honda central receiving building, can be accessed here.

Another example of such a project is 9 Cambridge Avenue, a warehouse which was dismantled and re-built elsewhere on Slough Trading Estate to make way for the new Leigh Road bridge.


  1. Re-use without melting: scrap re-use potential and emissions savings. Milford, R. 2010
  2. 2.0 2.1 2.2 Reuse and recycling rates of UK steel demolition arisings. Sansom, M and Avery, N. Proceedings of the ICE - Engineering Sustainability, Volume 167, Issue 3, 2014.
  3. Ley, J.: An environmental and material flow analysis of the UK steel construction sector, DEng thesis submitted to the University of Wales, 2003

[top]Further reading

  • Sustainable materials - with both eyes open. J Allwood and J Cullen, Department of Engineering, University of Cambridge, UIT, 2012.

[top]Case studies

[top]See also

[top]External links