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3. Composition of architectural concrete
It must be adapted to the work to be carried out: performance, environment (durability), surface treatments envisaged.
To achieve the required performance, components must be perfectly identified. They must comply with the main standards in force.
3.1 Formulation
For ready-to-use concretes intended to be poured on site, concrete formulations must follow the rules set out in standard XP P 18-305.
For precast concrete, the Cahier des charges des éléments architecturaux en béton fabriqués en usine, published by the FIB, applies.
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Composition of architectural concrete
Bibliography
Main reference texts
FIB specifications Architectural elements
09-1996 Specifications for factory-made concrete architectural elements.
BETOCIB technical specifications
1994 White cement concretes. Technical specifications.
GS1 technical specifications
05-1987 Prescriptions techniques communes aux procédés de mur...
Standardization
- Murs extérieurs en panneaux préfabriqués de grandes dimensions du type plaque pleine ou nervurée en béton ordinaire. - NF P 10-210-1 (DTU 22.1) - 05-1993
- Liants hydrauliques. Ciments courants. Composition, spécifications et critères de conformité. - NF P 15-301 - 06-1994
- Bétons. Classification et désignation des bétons hydrauliques. - NF P 18-010 - 12-1985
- Travaux de bâtiment. Exécution des travaux...
Organizations
Association Française de Normalisation (AFNOR) Site web : afnor.fr
Association pour la promotion de l'architecture en béton de ciment blanc (BETOCIB)
Association Technique de l'Industrie des Liants Hydrauliques (ATILH) E-mail : [email protected]
...
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The Ultimate Scientific and Technical Reference