Neues Denken für Nachhaltiges Bauen
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1 Messe BAU 2011: Neues Denken für Nachhaltiges Bauen AMECO Design Software Sustainable buildings made of steel January /02/2011 Matthias Braun ArcelorMittal Commercial Sections Technical Advisory
2 Life cycle assessment principles emissions Raw materials extraction emissions to air, water, soil Materials transformation Product manufacturing Pr oduct life cycle Product usage Recycling, disposal Cannot b ArcelorMittal All rights reserved for all countries be disclosed, used, or reproduced without prior written specific authorization of ArcelorMittal CONFIDENTIAL Privileged Information - ArcelorMittal proprietary information resources production phase use phase end of life
3 Steel life cycle assessment LCI of steel product Environmental impact Credit method Basic principle: An environmental value is allocated to scrap. Why? scrap recycling avoids primary production of steel, the environmental impact avoided is the difference between primary and secondary impacts
4 Steel life cycle for hot rolled profiles based on data 2010 End of Life Use phase Recovery Rate Beam 99% ~40% input 849 kg scrap ~60% European Average Primary Steel Production 1143 kg CO 2 /ton 1000 kg output profile 990 kg scrap Net value: = 140 kg CO 2 credit : 1600 CO 2 /t. * 140 kg = 227 kg of CO 2 Total Global Warming Potential 916 kg CO 2 eq/t. of Sections
5 Environmental Product Declaration To meet future European regulation of CE Mark EPD for Structural t Steel: Sections and Plates according to ISO 14025
6 EPD - LCA according to ISO ff. Structural Steel: Sections and Plates Unit per kg Production End-of-Life Total Primary energy, non-renewable [MJ] 19,48-7,70 11,78 Primary energy, renewable [MJ] 0,65-0,08 0, ,35 Global Warming Potential (GWP 100 years) [kg CO2-Eq.] 1,68-0,88 0,80 Ozone Depletion Potential (ODP) [kg R11-Eq.] 3,19E-08 1,04E-08 4,23E-08 Acidification Potential (AP) [kg SO2-Eq.] 3,47E-03-1,68E-03 1,79E-03 Eutrophication Potential (EP) [kg PO4 3-Eq.] 2,89E-04-1,31E-04 1,58E-04 Photochemical Ozone Creation Potential (POCP) [kg C2H4-Eq.] 7,55E-04-4,57E-04 2,98E-04
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16 Calculation examples Calculation examples Software AMECO
17 Composite / Concrete Beams Live Load, Cat. C 5.00kN/m 2 L = 14.4m Additional Dead Load 1.00kN/m 2 Beam Distance a = 2.40m Span L eff = 14.40m40 a = 2.4m Composite Beam: Grades S235 / S460 Composite Slab: C30/37, d Slab = 15cm Cofraplus 60, t N = 0.75mm Dead Load slab: 2.87kN/m 2 Concrete Beam: C30/37 Dead Load slab: 3.00kN/m 2
18 Composite Beams S235 - Composite Beam: IPE A 500, g = 79.4kg/m 102 Shear Studs per Beam: ¾ (= 19mm), l Stud = 100mm S460 - Composite Beam: IPE 360, g = 57.1kg/m 140 Shear Studs per Beam: ¾ (= 19mm), l Stud = 100mm
19 Concrete T-Beam C30/37 Concrete Composite T-Beam Design Example taken from Beispiel zur Bemessung nach DIN , Band 1: Hochbau -> see additional file
20 Life Cycle Assessment of beams L = 14.4m, a = 2.4m % 19% 14% Steel beam S235 Steel beam S460 Concrete beam % 45% 100% Steel beam S235 Steel beam S460 Concrete beam % 61% 100% Steel beam S235 Steel beam S460 Concrete beam Weight Global Warming Potential Primary Energy Consumption
21 Steel / Concrete Columns s k = 3.5m Load assumptions -> see beams Interior Column Distance x = 5.00m Column Distance y = 14.40m Buckling length s k = m 5 Floors above column Load influence area per floor = 72m 2 Steel Columns: Grades S235 / S460 Concrete Columns: C35/45
22 Steel Columns S235 Steel Column: N Ed = 5*72m 2 * (1.35* *5)kN/m 2 S235 Steel Column: N Ed = 4739kN -> HD 400 x 187, g = 187kg/m, h x b = 368mm x 391mm S460 Steel Column: N Ed = 5*72m 2 * (1.35* *5)kN/m 2 S460 Steel Column: N Ed = 4694kN -> HD 320 x 97.6, g = 97.6kg/m, h x b = 310mm x 300mm
23 Concrete Column Concrete Column: N Ed = 5*72m 2 * (1.35* *5)kN/m 2 N Ed = 5434kN Column C35/45, h x b = 0.50m x 0.50m Reinforcement: BSt 500 Longitudinal: 24 20mm Min. length of overlap = 60cm Total Quantity of Stirrups: 22 8mm Length of one stirrup = 184cm Weight of reinforcement: 73.9 kg/m
24 Life Cycle Assessment of columns s k = 3.5m % 27% 14% Steel S235 Steel S460 Concrete % 100% 43% Steel S235 Steel S460 Concrete % 57% 100% Steel S235 Steel S460 Concrete Weight Global Warming Potential Primary Energy Consumption
25 Optimized steel solutions High strength th steel The Federation tower in Moscow Up to 30% saving CO 2 emission for construction thanks HISTAR steels The Colgate Center, Jersey City CO 2 emission saving of about 17% thanks A913-gr65 steel (S460) instead of gr50 (S355) in columns Sustainability Optimized steel solutions - High strength steel Design tools
26 Steel - Trend setting and long lasting Crescent Hotel, Baku Azerbaijan, Tour Eiffel, F, 1889 Guggenheim Museum, Bilbao, ES, 1997 Iron Bridge, Coalbrookdale, UK, 1779 Millau Viaduct, F, 2004
27 com/sections
28 Thank you for your attention! Emirate Towers - Dubai
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