2. Applications

2.1 Field of application

The new concrete layer is usually poured directly or applied as shotcrete. Its function is to increase the deflected cross-sectional area of the concrete element (by increasing the compressive and tensile strength zones under bending loads), depending on the application and placement of this additional layer of concrete.

Please note that before the new concrete covering is laid, the surface to be covered with the old reinforced concrete element must be prepared by appropriate means and pre-wetted to ensure proper installation (see following chapters for more details).

Shrinkage of this new layer of concrete is generally observed. Even if it...

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Applications

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page Reinforcing or repairing concrete structures by re-concreting

Behavior along a recovery surface (concrete-concrete interface)

Bibliographical sources

(1) - FIB - Code modèle de la FIB pour les structures en béton - (2010).
(2) - BIRKELAND (P.W.), BIRKELAND (H.W) - Connections in precast concrete construction , - American Concrete Institute, Journal of the American...

Norms and standards

Characterization of pavement texture by use of surface profiles - Part 1: Determination of mean profile depth - EN ISO 13473-1 - 2019
Products and systems for the protection and repair of concrete structures. Test methods Measurement of bond strength by pull-off - EN 1542 - 1999
Design and requirements for construction works of post-installed shear connection for two concrete layers, EOTA - TR 066 - November...

Regulations

Arrêté du 22 octobre 2010 relative à la classification et aux règles de construction parasismique applicables aux bâtiments de la classe dite " à risque normal

Dimensionnement parasismique des éléments non structuraux du cadre bâti - Justification parasismique pour le bâtiment "à risque normal", Ministère de l'Écologie, du Développement durable et de l'Énergie and Ministère du Logement, de l'Égalité...