Risks for the readymix concrete producer and contractor according to the acceptance or rejection criteria specified in different standards (part II)
DOI:
https://doi.org/10.3989/mc.2006.v56.i281.93Keywords:
concrete, strength of compression, dispersion, conformity, acceptance criteriaAbstract
This paper continues the work done on Part I included in this Volume. Based on the conformity and acceptance criteria analysed on Part I (1), EN 206-1:2000 (2) and AC/-318 (3) standards are studied and compared to EHE (4) standard described in Part l. The paper conclusions include concepts derived from the previous work.
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References
(1) D. M. Prada Betancourt, D. Revuelta Crespo, L. Fernández Luco, L. Vega Catalán, «Riesgos para el consumidor y productor en función de los criterios de aceptación o rechazo de hormigón preparado según distintos reglamentos-Parte 1», Mater. Construcc., Vol. 55, nº 280 (2005), pp. 71-77.
(2) Comisión Europea de Normalizacion, CEN, European Standard EN 206-1, 2000.
(3) ACI Committee 318, Building Code Requirements for Structural Concrete, 2002.
(4) Comisión Permanente del Hormigón, EHE, Instrucción para el proyecto y la ejecución de obras de hormigón en masa o armado, MFOM, 1998.
(5) T. A. Harrison, The Use of Concrete Families for the Production and Conformity Control of concrete, 1999.
(6) J. C. López Agüi et al, Control estadístico del hormigón estructura~ M-7. ACHE, 2003.
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