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Structural steel reuse
Michael Sansom
20 January 2017
Steel already has excellent recycling
credentials
Reuse and recycling rates
Product % Reused % Recycled % Lost
Heavy structural sections/tubes 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
Survey of NFDC members, 2013
Reuse and recycling rates
Product % Reused % Recycled % Lost
Heavy structural sections/tubes 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
Survey of NFDC members, 2013
What is the problem/opportunity?
 Structural steel reuse is technically viable
 But there are many barriers
• Cost & programme
 Lack of drivers/incentives
 Significant environmental benefits
 Reuse retains economic activity within the UK
• Most UK scrap steel is currently exported
• A large proportion of structural steel is
imported
Many reusable steel systems
If viable CE business models cannot be
developed for structural steel then it is
hard to see how CE models will be
achievable for other construction products
Supply chain integration
 Innovate UK funded feasibility study
 Supply-demand co-ordination tool for steel reuse
Interviews and on-line survey
Barriers to steel reuse
 Extra cost
 Availability of suitable sections
 Lack of demand/incentive
 Traceability, certification and quality
 Programme constraints
 Lack of supply chain integration
 Uncommon practice – lack of skills and
experience in how to do it
Steel reuse case studies
9 Cambridge Avenue relocation
Bus terminal Schiphol Airport Amsterdam
1942 London
Bus terminal Schiphol Airport Amsterdam
1942 London
1958 Rotterdam
Bus terminal Schiphol Airport Amsterdam
1942 London
2015 Schiphol
1958 Rotterdam
Bus terminal Schiphol Airport Amsterdam
1942 London
2015 Schiphol
1958 Rotterdam
Profit opportunity £313 per tonne
But additional
cost for:
 Deconstruction
 Testing
 Storage
 Transport
 Refabrication
Economic assessment
Study conclusions
 Viability of ‘reuse today’ unlikely to yield a viable
business model without legislative drivers
 Economic case is marginal other than for niche
markets and scenarios
 A database of new steel structures appears
more attractive; facilitating future refurbishment,
reuse and recycling scenarios
Future reuse
 As-built IFC files provided
on request
• Simple to generate from
Tekla
 Uploaded to a database to
facilitate future:
• Refurbishment and extension
• Reuse
• Traceability and properties for
optimising recycling
REDUCE
• Reuse and Demountability using Steel
Structures and the Circular Economy
• 42 month, EU funded project
• To provide practical tools and steel-based
technologies to be able to design steel and
composite structures for deconstruction and
reuse
REDUCE partners
Scope of REDUCE
 Barriers and drivers
 Opportunities for
standardisation
 Sectors & technologies
 LCA and CE metrics
 BIM and the CE
 Structural testing
 Demonstration building
‘There’s nothing new under the sun’
1908 -1980
Meccano bridge, Bolton, 2012
100ft world record bridge, Belfast, 2015
SCI is the leading, independent provider of technical
expertise and disseminator of best practice to the steel
construction sector. We work in partnership with clients,
members and industry peers to help build businesses
and provide competitive advantage through the
commercial application of our knowledge. We are
committed to offering and promoting sustainable and
environmentally responsible solutions.

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Steel Reuse - research project findings

  • 1. Structural steel reuse Michael Sansom 20 January 2017
  • 2. Steel already has excellent recycling credentials
  • 3. Reuse and recycling rates Product % Reused % Recycled % Lost Heavy structural sections/tubes 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 Survey of NFDC members, 2013
  • 4. Reuse and recycling rates Product % Reused % Recycled % Lost Heavy structural sections/tubes 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 Survey of NFDC members, 2013
  • 5. What is the problem/opportunity?  Structural steel reuse is technically viable  But there are many barriers • Cost & programme  Lack of drivers/incentives  Significant environmental benefits  Reuse retains economic activity within the UK • Most UK scrap steel is currently exported • A large proportion of structural steel is imported
  • 6. Many reusable steel systems If viable CE business models cannot be developed for structural steel then it is hard to see how CE models will be achievable for other construction products
  • 7. Supply chain integration  Innovate UK funded feasibility study  Supply-demand co-ordination tool for steel reuse
  • 9. Barriers to steel reuse  Extra cost  Availability of suitable sections  Lack of demand/incentive  Traceability, certification and quality  Programme constraints  Lack of supply chain integration  Uncommon practice – lack of skills and experience in how to do it
  • 10. Steel reuse case studies
  • 11. 9 Cambridge Avenue relocation
  • 12. Bus terminal Schiphol Airport Amsterdam 1942 London
  • 13. Bus terminal Schiphol Airport Amsterdam 1942 London 1958 Rotterdam
  • 14. Bus terminal Schiphol Airport Amsterdam 1942 London 2015 Schiphol 1958 Rotterdam
  • 15. Bus terminal Schiphol Airport Amsterdam 1942 London 2015 Schiphol 1958 Rotterdam
  • 16. Profit opportunity £313 per tonne But additional cost for:  Deconstruction  Testing  Storage  Transport  Refabrication
  • 18. Study conclusions  Viability of ‘reuse today’ unlikely to yield a viable business model without legislative drivers  Economic case is marginal other than for niche markets and scenarios  A database of new steel structures appears more attractive; facilitating future refurbishment, reuse and recycling scenarios
  • 19. Future reuse  As-built IFC files provided on request • Simple to generate from Tekla  Uploaded to a database to facilitate future: • Refurbishment and extension • Reuse • Traceability and properties for optimising recycling
  • 20. REDUCE • Reuse and Demountability using Steel Structures and the Circular Economy • 42 month, EU funded project • To provide practical tools and steel-based technologies to be able to design steel and composite structures for deconstruction and reuse
  • 22. Scope of REDUCE  Barriers and drivers  Opportunities for standardisation  Sectors & technologies  LCA and CE metrics  BIM and the CE  Structural testing  Demonstration building
  • 23. ‘There’s nothing new under the sun’ 1908 -1980 Meccano bridge, Bolton, 2012 100ft world record bridge, Belfast, 2015
  • 24. SCI is the leading, independent provider of technical expertise and disseminator of best practice to the steel construction sector. We work in partnership with clients, members and industry peers to help build businesses and provide competitive advantage through the commercial application of our knowledge. We are committed to offering and promoting sustainable and environmentally responsible solutions.