Construction hoisted in buildings of resistant metal panels. Some constructive aspects of the Reverstop system
Juan Pérez-Valcárcel （ Research Group Architectural Structures Group (GEA), Department of Architectural, Civil and Aeronautical Buildings and Structures, Higher Technical School of Architecture, University of A Coruña, Campus Zapateira, A Coruña, 15008, Spain. ）
Manuel Muñoz-Vidal （ Research Group Architectural Structures Group (GEA), Department of Architectural, Civil and Aeronautical Buildings and Structures, Higher Technical School of Architecture, University of A Coruña, Campus Zapateira, A Coruña, 15008, Spain. ）
Victor Hermo （ Research Group Building Construction and Refurbishment (Sicor), Department of Architectural, Civil and Aeronautical Buildings and Structures, Higher Technical School of Architecture, University of A Coruña, Campus Zapateira, A Coruña, 15008, Spain. ）
https://doi.org/10.37155/2811-0730-0301-3
Abstract
The risks involved in building at high levels have led to various proposals that allow building at ground level and then raising the built part to its final position. The Reverstop® system allows a simple and effective solution to this problem in light buildings. The different floors are built on the ground in reverse order, starting with the roof and they are raised with hydraulic jacks as they are being built. The main resistant element is the exterior wall, made up of aluminum or sheet steel panels. The construction of this type of structure requires solving two problems. The first is the correct design of the lifting elements and their adequate bracing, since it is the moment of greatest risk in the construction. The second is the design of the joint, it is an element of the greatest importance, since it allows the efforts to be transmitted between the floors. For this reason, it has been the subject of a special study in which different materials have been analyzed to select the most suitable one. The calculations that support the effectiveness of the solution and the experimental results obtained in the tests carried out within a research project are provided.
Keywords
Lifted constructions; modular constructions; top to bottom; lightweight constructionsFull Text
PDFReferences
[2]Feld J and Carper KL. Construction Failure (Second Ed.). New York: John Wiley & Sons. 1997; pp. 311–315. ISBN 0-471-57477-5.
[3]Masih R. Stability of Lift Slab Structure during Construction Stage. In Structures Congress '94 Atlanta, USA. 271-77. ASCE, 1994. Available from: http://cedb.asce.org/CEDBsearch/record.jsp?dockey=0086682. [Last accessed on 16 January 2024]
[4]Zallen RM and Peraza DB. Engineering considerations for lift - slab construction. ASCE (American Society of Civil Engineers), 2003. https://doi.org/10.1061/9780784407059.
[5]Porter JB. Lift-Slab Construction: Its Implications in Building Design and Engineering. Building Research Institute, Division of Engineering and Industrial Research, National Academy of Sciences, National Research Council, 1955. Available from: https://books.google.com/books?id=aUsrAAAAYAAJ. [Last accessed on 16 January 2024]
[6]Riusillo MA. Lift Slab Construction: its History, Methodology, Economics, and Applications. International Concrete Abstracts Portal. 1988; 107: 59-68. https://doi.org/10.14359/3353.
[7]Gaidukov P and Pugach Evgeny M. Technological aspects of lift-slab method in high-rise-building construction. E3S Web of Conferences, 2018; 33:02068. https://doi.org/10.1051/e3sconf/20183302068.
[8]Martínez Calzón J and Asensio Marchante J. Elevación de la cubierta del Palau Sant Jordi [Elevation of the roof of the Palau Sant Jordi]. Revista de Obras Públicas. December 1998; 1099-1109.
[9]Briancon Colbert. Procedimiento y dispositivo de realización semiautomática in situ, de depósitos metálicos [Procedure and device for the semi-automatic realization in situ of metallic tanks]. Spanish Patent. 2228855. 2001.
[10]Hermo Sánchez VM. Sistema Constructivo Industrializado in Situ COTaCERO [Industrialized Construction System in Situ COTaCERO], (PhD Thesis): University of A Coruña (Spain), 2011. Available from: http://hdl.handle.net/2183/10028. [Last accessed on 18 January 2024]
[11]Programa Conecta-Peme de la Xunta de Galicia [Conecta-Peme Program of the Xunta de Galicia] (27-6-2014). Investigación e desenvolvemento dun novo sistema construtivo de crecemento modular reversible dende o nivel de terreo con criterios de eficiencia enerxética [Research and development of a new construction system of reversible modular growth from the ground level with energy efficiency criteria]. Reference IN852A 2014/12.
[12]Rodríguez Cheda JB, Pérez- Valcárcel J and Hermo V. Método para construir edificaciones de varias plantas mediante paneles portantes ligeros desde el nivel del terreno [Method for constructing multi-storey buildings using lightweight load-bearing panels from ground level]. Spanish Patent. 2370438. 2012-10-22.
[13]Pérez-Valcárcel J, Hermo V and Rodríguez Cheda, JB. A New Building System: Structural Aspects of CotaCero System. In Second International Conference on Structures & Architecture, 1056-1063, Guimarães, Portugal, 2013. Available from: https://www.taylorfrancis.com/chapters/edit/10.1201/b15267-149/new-building-system-structural-aspects-cotacero-system-valc%C3%A1rcel-hermo-cheda. [Last accessed on 16 January 2024]
[14]Pérez-Valcárcel J; Hermo V and Rodríguez Cheda JB. Structural Behaviour of CotaCero System during the Lifting Process. In International Conference Transformables 2013, 169-174 Seville, Spain, 2013. Available from: https://www.researchgate.net/publication/358090354_A_new_building_system_Structural_aspects_of_COTaCERO_system. [Last accessed on 16 January 2024]
[15]EN 1993-1-1 (2005): Eurocode 3: Design of steel structures. The European Union Per Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/EC. Available from: https://www.phd.eng.br/wp-content/uploads/2015/12/en.1993.1.1.2005.pdf. [Last accessed on 16 January 2024]
[16]Davies JM. Recent research advances in cold - formed steel structures. Journal of Construction Steel Research, 2000; 55(1-2): 267-288. https://doi.org/10.1016/S0143-974X(99)00089-9.
[17]Davies JM. Developments in stressed skin design. Thin-Walled Structures, 2006; 44(12): 1250-1260. https://doi.org/10.1016/j.tws.2007.01.002.
[18]York CB and Pedreschi R. The influence of geometry on the strength of shear wall panels on light steel construction. Construction and Building Materials, 2000; 14(5): 277-285. https://doi.org/10.1016/S0950-0618(00)00027-1.
[19]Davies JM and Fragos AS. The local shear buckling of thin-walled cassettes infilled by rigid insulation. Journal of Constructional Steel Research, 2004; 60(3-5): 581-599. https://doi.org/10.1016/S0143-974X(03)00131-7.
[20]Veljkovic M and Johansson B. Light steel framing for residential buildings. Thin-Walled Structures, 2006; 44(12): 1272-1279. https://doi.org/10.1016/j.tws.2007.01.006.
[21]Craveiro HD, Rodrigues JPC and Laím L. Buckling resistance of axially loaded cold-formed steel columns. Thin-Walled Structures, 2016; 106: 358-375. https://doi.org/10.1016/j.tws.2016.05.010.
[22]Pérez-Valcárcel J, Muñoz-Vidal M and Hermo V. Construcción izada: Condicionantes estructurales del sistema REVERSTOP® [Hoisted construction: Structural determinants of the REVERSTOP® system]. Informes de la Construcción, 2020; 72(559): e355. https://doi.org/10.3989/ic.72993.
[23] Antelo Tudela E. Las instalaciones como condicionante del diseño arquitectónico. Panel técnico Reverstop [The facilities as a determining factor of the architectural design. Reverstop technical panel]. (PhD Thesis), University of A Coruña (Spain), 2016. Available from: https://ruc.udc.es/dspace/handle/2183/17109. [Last accessed on 16 January 2024]
Copyright © 2024 Pérez ValcárcelJuan, Muñoz-VidalManuel, Victor Hermo
Publishing time:2024-01-17
This work is licensed under a Creative Commons Attribution 4.0 International License
Email
Location