Optimisation of formwork stripping time in vertical self-compacting concrete parts
Keywords:
Self-compacting concrete, Methodology of demoulding, Experimental studyAbstract
The demoulding time is affected by the development of the concrete resistance, since the formwork will be removed once the concrete is able to support itself and the corresponding efforts of the striking. This work has focused on the experimental study of the methodology of demoulding described by Teixeira [1], and on the optimization of demoulding times through the study of the minimum resistance required for stripping vertical pieces.
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S. Teixeira, «Optimización del tiempo de desencofrado en piezas verticales de Hormigón Autocompactante: Desarrollo de metodología y estudio experimental .», PhD. Thesis. Univ. Navarra, 2016.
H. Okamura y M. Ouchi, «Self-Compacting Concrete», J. Adv. Concr. Technol., vol. 1, n.o 1, pp. 5-15, 2003.
EHE-08, «Instrucción de hormigón estructural», 2008.
A. S. Hanna y A. B. Senouci, «Material Cost Minimization Wall Forms», Build. Enviroment, vol. 32, n.o 1, pp. 57-67, 1997.
C. Kopczynski, «Formwork Efficiencies», Concr. Int., pp. 41-43, 2008.
A. Santilli, S. Teixeira, y I. Puente, «Influence of temperature and concrete reinforcement on vertical formwork design», Constr. Build. Mater., vol. 88, pp. 188-195, jul. 2015.
N. Rudeli, A. Santilli, y F. Arrambide, «Striking of vertical concrete elements: An analysis using the maturity method», Eng. Struct., vol. 95, pp. 40-48, jul. 2015.
ASTM C 1074, «Estimating Concrete Strength by the Maturity Method», 2004.
T. A. Harrison, «Mechanical damage to concrete by early removal of formwork.», Cem. Concr. Assoc. Tech. Rep. N°42.505, 1975.
A. Alexandridis y N. J. Gardner, «Mechanical behaviour of fresh concrete», Cem. Concr. Res., vol. 11, pp. 323-339, 1981.
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Copyright (c) 2019 Sofía Teixeira, Adrián Santilli, Iñigo Puente
This work is licensed under a Creative Commons Attribution 4.0 International License.