Page 111 - Demo

ELEMENTS PREFABRIQUES EN BETONwww.cpi-worldwide.com PBI %u2013 Pr%u00e9fa B%u00e9ton International %u2013 2 | 2026 111Bibliographie[1] Giorgi S, Lavagna M, Campioli A (2018) Guidelines for Effective and Sustainable Recycling of Construction and Demolition Waste. In: Benetto E, Gericke K, Guiton M (eds) Designing Sustainable Technologies, Products and Policies: From Science to Innovation. Springer International Publishing, Cham, pp 211%u2013221[2] Zhang C, Hu M, Di Maio F, et al (2022) An overview of the waste hierarchy framework for analyzing the circularity in construction and demolition waste management in Europe. Science of The Total Environment 803:149892. https://doi.org/10.1016/j.scitotenv.2021.149892[3] Scrivener KL, John VM, Gartner EM (2018) Eco-efficient cements: Potential economically viable solutions for a low-CO2 cement-based materials industry. Cement and Concrete Research 114:2%u201326. https://doi.org/10.1016/j.cemconres.2018.03.015[4] International Energy Agency (2019) Material efficiency in clean energy transitions. OECD[5] Monteiro PJM, Miller SA, Horvath A (2017) Towards sustainable concrete. Nature Mater 16:698%u2013699. https://doi.org/10.1038/nmat4930[6] Knoeri C, Sany%u00e9-Mengual E, Althaus H-J (2013) Comparative LCA of recycled and conventional concrete for structural applications. Int J Life Cycle Assess 18:909%u2013918. https://doi.org/10.1007/s11367-012-0544-2[7] K%u00fcpfer C, Bastien-Masse M, Fivet C (2023) Reuse of concrete components in new construction projects: Critical review of 77 circular precedents. Journal of Cleaner Production 383:135235. https://doi.org/10.1016/j.jclepro.2022.135235[8] Grangeot M, K%u00fcpfer C, Bastien Masse M, et al Prefabrication of structural walls from large rubble. 2026 (tba)[9] Grangeot M, Bastien-Masse M, Fivet C, Parascho S (2025) Large concrete rubble as a new structural construction material: opportunities and digital processes for load-bearing walls. Buildings Building Materials, and Repair&Renovation: https://doi.org/10.3390/buildings15091437[10] Grangeot M, Wang Q, Beyer K, et al (2024) Structural Concrete Rubble Arrangements: A Framework for Upcycling Demolition Waste into Slender Masonry Walls for Buildings. In: Eversmann P, Gengnagel C, Lienhard J, et al (eds) Scalable Disruptors. Springer Nature Switzerland, Cham, pp 15%u201327 https://doi.org/10.1007/978-3-031-68275-9_2[11] Grangeot M (2025) Re:bble 2D Scanner https://doi.org/10.5281/zenodo.18404477[12] Grangeot M, Auffret-Postel T, Parascho S, Fivet C (2025) New tectonics of concrete through rubble reuse. In: Structures and Architecture, 1st ed. CRC Press, London, pp 1185%u20131192 https://doi.org/10.1201/9781003658641-141ARMATURE ONDULAIRE EN ACIER KAP :LA VAGUE PARFAITE !10 ANN%u00c9ES D%u2019ARMATURE ONDULAIRE EN ACIER KAPFLEXIBLE & RAPIDE%u00c9COLOGIQUE %u2013 L%u00c9G%u00c8REPR%u00c9CISE%u00e9paisseur de voile fl exible de 180 mm %u00e0 600 mm,classe de protection contre la corrosion KSK1 %u00e0 KSK42014 Agr%u00e9ment g%u00e9n%u00e9ral DIBT2015 %u00c9valuation technique europ%u00e9enne ETA entre autres200 g - 1000 g / armatureTol%u00e9rance d%u2019%u00e9paisseur <-1 mm de paroiEPROUVEE DES MILLIONS DE FOIS:le systeme unique de paroi doubleKAPPEMA GmbHHolzhausen 2a | 83317 Teisendorf | offi ce@kappema.com | www.kappema.com