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Règles de conception des cuvelages

Admin

août 2, 2019

DTR BC 2.34

Règles de conception des cuvelages

DTR BC 2.34 Règles de conception des cuvelages

Table de matière :

Objet

Terminologie

Critères de choix

Action de l'eau

CHAPITRE : Cuvelage avec revêtement d'imperméabilisation

Généralités

Gros œuvre

Prescriptions générales concernant l'enveloppe et ses retours

Joints

Points singuliers

Etat du support livré par le gros œuvre

Revêtements d'imperméabilisation

Définition du procédé

Préparation du support

Revêtement mince à base de mortier

Revêtement épais à base de mortier

Revêtement à base de résine

CHAPITRE : Cuvelage à structure relativement étanche

Généralités

Gros -oeuvre

CHAPITRE : Cuvelage à revêtement d'étanchéité

Généralités

Définitions

Limites d'emploi

Conception et exécution

Gros -oeuvre du cuvelage et du contre -cuvelage

Revêtement l'étanchéité

Revêtement type multicouche en partie courante

Revêtement type asphalte en partie courante

Revêtement d'étanchéité traditionnels

Joints actifs

Points singuliers

Protection

CENTRE DOCUMENTATION - VEILLE RÉGLEMENTAIRE : DOCUMENTS TECHNIQUES RÉGLEMENTAIRS

USAGE EXCLUSIF AU CTC CENTRE

CHAPITRE : Règles de conception et de calcul des ouvrages de

Gros -oeuvre

Actions de l'eau

Sollicitations de calcul

ELU de résistance

ELU d'équilibre statique

Phases de construction

Cuvelage avec revêtement d'imperméabilisation

ELS vis à vis de l'ouverture des fissures

Dispositions constructives

Cuvelage à structure relativement étanche

ELS vis à vis de l'ouverture des fissures

Dispositions constructives

Cuvelage à relativement d'étanchéité

ANNEXE – Figures

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